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["Appendix E-5"]
["Crosswalk Between the 7th and 8th Editions"]
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["7th Ed. With 2016 Interim Revisions",null,"8th Ed.",null,"Modifications to the 8th Ed.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"MAX(AF6:AF850)","v":1},{"$f":"MAX(AG6:AG850)","v":7}]
["Article or Equation",null,"Article or Equation",null,"Unchanged","Editorial","Updated","New","Removed",null,"Old O","New O",null,null,{"$f":"COUNTA(O6:O850)-COUNTIF(O6:O850,\"=0\")","v":828},{"$f":"COUNTA(P6:P850)-COUNTBLANK(P6:P850)","v":845},{"$f":"COUNTA(Q6:Q850)-COUNTBLANK(Q6:Q850)","v":811},{"$f":"COUNTA(R6:R850)-COUNTBLANK(R6:R850)","v":780},706,431,163,0,0,"Appendix?","App #",{"$f":"MAX(Z6:Z850)","v":400},{"$f":"MAX(AA6:AA850)","v":15},9,9,12,6,"Commentary?","Equation",null,{"$f":"MAX(AI6:AI850)","v":400}]
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["5.8.4.1-2","Vri ³ Vui","5.7.4.3-2","Vri ³ Vui","P",null,null,null,null,null,8.2050025000000009,7.2150024999999998,null,null,"5.7.4.3-2","5.7.4.3","7.4.3",{"$f":"IF(Q261=\"\",\"\",RIGHT(Q261,LEN(Q261)+IF(ISERROR(VALUE(LEFT(Q261,1))),-MIN(2,LEN(Q261)),-MIN(IF(ISERROR(FIND(\".\",Q261)),LEN(Q261)+1,FIND(\".\",Q261)+1),IF(ISERROR(FIND(\"-\",Q261)),LEN(Q261)+1,FIND(\"-\",Q261)+1),IF(ISERROR(FIND(\"a\",Q261)),LEN(Q261)+1,FIND(\"a\",Q261)),IF(ISERROR(FIND(\"b\",Q261)),LEN(Q261)+1,FIND(\"b\",Q261)),IF(ISERROR(FIND(\"c\",Q261)),LEN(Q261)+1,FIND(\"c\",Q261)),IF(ISERROR(FIND(\"d\",Q261)),LEN(Q261)+1,FIND(\"d\",Q261)),IF(ISERROR(FIND(\"e\",Q261)),LEN(Q261)+1,FIND(\"e\",Q261)),IF(ISERROR(FIND(\"f\",Q261)),LEN(Q261)+1,FIND(\"f\",Q261)),IF(ISERROR(FIND(\"g\",Q261)),LEN(Q261)+1,FIND(\"g\",Q261)))+1)))","v":"4.3"},"3","","","","",{"$f":"IF(ISERROR(VALUE(LEFT(O261,1))),IF(OR(O261=\"N/A\",LEFT(O261,2)=\"C5\"),\"\",\"Appendix\"),\"\")","v":""},{"$f":"IF(X261=\"\",\"\",IF(LEFT(O261,3)=\"App\",LEFT(RIGHT(O261,LEN(O261)-FIND(\" \",O261)),1),MID(O261,IF(AF261=0,1,2),1)))","v":""},{"$f":"IF(Y261=\"\",0,100*MATCH(Y261,{\"A\",\"B\",\"C\",\"D\",\"E\",\"F\",\"G\"},0))","v":0},{"$f":"IF(Q261=\"\",0,IF(ISERROR(VALUE(LEFT(Q261,1))),MATCH(LEFT(Q261,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(Q261,LEN(Q261)-IF(R261=0,0,LEN(R261)+IF(ISERROR(VALUE(LEFT(R261,1))),0,1))))))","v":7},{"$f":"IF(R261=\"\",0,IF(ISERROR(VALUE(LEFT(R261,1))),MATCH(LEFT(R261,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(R261,LEN(R261)-IF(S261=0,0,LEN(S261)+IF(ISERROR(VALUE(LEFT(S261,1))),0,1))))))","v":4},{"$f":"IF(S261=\"\",0,IF(ISERROR(VALUE(LEFT(S261,1))),MATCH(LEFT(S261,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(S261,LEN(S261)-IF(T261=0,0,LEN(T261)+IF(ISERROR(VALUE(LEFT(T261,1))),0,1))))))","v":3},{"$f":"IF(T261=\"\",0,IF(ISERROR(VALUE(LEFT(T261,1))),MATCH(LEFT(T261,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(T261,LEN(T261)-IF(U261=0,0,LEN(U261)+IF(ISERROR(VALUE(LEFT(U261,1))),0,1))))))","v":0},{"$f":"IF(U261=\"\",0,IF(ISERROR(VALUE(LEFT(U261,1))),MATCH(LEFT(U261,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(U261,LEN(U261)-IF(V261=0,0,LEN(V261)+IF(ISERROR(VALUE(LEFT(V261,1))),0,1))))))","v":0},{"$f":"IF(ISERROR(VALUE(LEFT(O261,1))),IF(O261=\"N/A\",0,IF(LEFT(O261,1)=\"C\",1,0)),0)","v":0},{"$f":"IF(ISERROR(FIND(\"-\",O261)),0,VALUE(RIGHT(O261,LEN(O261)-LEN(P261)-1)))","v":2},null,7.2150024999999998]
["5.8.4.1-3","Vni =  cAcv + m (Avf fy + Pc)","5.7.4.3-3","Vni =  cAcv + m (Avf fy + Pc)","P",null,null,null,null,null,8.2050037499999995,7.2150037500000002,null,null,"5.7.4.3-3","5.7.4.3","7.4.3",{"$f":"IF(Q262=\"\",\"\",RIGHT(Q262,LEN(Q262)+IF(ISERROR(VALUE(LEFT(Q262,1))),-MIN(2,LEN(Q262)),-MIN(IF(ISERROR(FIND(\".\",Q262)),LEN(Q262)+1,FIND(\".\",Q262)+1),IF(ISERROR(FIND(\"-\",Q262)),LEN(Q262)+1,FIND(\"-\",Q262)+1),IF(ISERROR(FIND(\"a\",Q262)),LEN(Q262)+1,FIND(\"a\",Q262)),IF(ISERROR(FIND(\"b\",Q262)),LEN(Q262)+1,FIND(\"b\",Q262)),IF(ISERROR(FIND(\"c\",Q262)),LEN(Q262)+1,FIND(\"c\",Q262)),IF(ISERROR(FIND(\"d\",Q262)),LEN(Q262)+1,FIND(\"d\",Q262)),IF(ISERROR(FIND(\"e\",Q262)),LEN(Q262)+1,FIND(\"e\",Q262)),IF(ISERROR(FIND(\"f\",Q262)),LEN(Q262)+1,FIND(\"f\",Q262)),IF(ISERROR(FIND(\"g\",Q262)),LEN(Q262)+1,FIND(\"g\",Q262)))+1)))","v":"4.3"},"3","","","","",{"$f":"IF(ISERROR(VALUE(LEFT(O262,1))),IF(OR(O262=\"N/A\",LEFT(O262,2)=\"C5\"),\"\",\"Appendix\"),\"\")","v":""},{"$f":"IF(X262=\"\",\"\",IF(LEFT(O262,3)=\"App\",LEFT(RIGHT(O262,LEN(O262)-FIND(\" \",O262)),1),MID(O262,IF(AF262=0,1,2),1)))","v":""},{"$f":"IF(Y262=\"\",0,100*MATCH(Y262,{\"A\",\"B\",\"C\",\"D\",\"E\",\"F\",\"G\"},0))","v":0},{"$f":"IF(Q262=\"\",0,IF(ISERROR(VALUE(LEFT(Q262,1))),MATCH(LEFT(Q262,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(Q262,LEN(Q262)-IF(R262=0,0,LEN(R262)+IF(ISERROR(VALUE(LEFT(R262,1))),0,1))))))","v":7},{"$f":"IF(R262=\"\",0,IF(ISERROR(VALUE(LEFT(R262,1))),MATCH(LEFT(R262,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(R262,LEN(R262)-IF(S262=0,0,LEN(S262)+IF(ISERROR(VALUE(LEFT(S262,1))),0,1))))))","v":4},{"$f":"IF(S262=\"\",0,IF(ISERROR(VALUE(LEFT(S262,1))),MATCH(LEFT(S262,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(S262,LEN(S262)-IF(T262=0,0,LEN(T262)+IF(ISERROR(VALUE(LEFT(T262,1))),0,1))))))","v":3},{"$f":"IF(T262=\"\",0,IF(ISERROR(VALUE(LEFT(T262,1))),MATCH(LEFT(T262,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(T262,LEN(T262)-IF(U262=0,0,LEN(U262)+IF(ISERROR(VALUE(LEFT(U262,1))),0,1))))))","v":0},{"$f":"IF(U262=\"\",0,IF(ISERROR(VALUE(LEFT(U262,1))),MATCH(LEFT(U262,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(U262,LEN(U262)-IF(V262=0,0,LEN(V262)+IF(ISERROR(VALUE(LEFT(V262,1))),0,1))))))","v":0},{"$f":"IF(ISERROR(VALUE(LEFT(O262,1))),IF(O262=\"N/A\",0,IF(LEFT(O262,1)=\"C\",1,0)),0)","v":0},{"$f":"IF(ISERROR(FIND(\"-\",O262)),0,VALUE(RIGHT(O262,LEN(O262)-LEN(P262)-1)))","v":3},null,7.2150037500000002]
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["N/A",null,"5.14.2","Major Chemical and Mechanical Factors Affecting Durability",null,null,null,"P",null,null,0,14.1,null,null,"5.14.2","5.14.2","14.2",{"$f":"IF(Q601=\"\",\"\",RIGHT(Q601,LEN(Q601)+IF(ISERROR(VALUE(LEFT(Q601,1))),-MIN(2,LEN(Q601)),-MIN(IF(ISERROR(FIND(\".\",Q601)),LEN(Q601)+1,FIND(\".\",Q601)+1),IF(ISERROR(FIND(\"-\",Q601)),LEN(Q601)+1,FIND(\"-\",Q601)+1),IF(ISERROR(FIND(\"a\",Q601)),LEN(Q601)+1,FIND(\"a\",Q601)),IF(ISERROR(FIND(\"b\",Q601)),LEN(Q601)+1,FIND(\"b\",Q601)),IF(ISERROR(FIND(\"c\",Q601)),LEN(Q601)+1,FIND(\"c\",Q601)),IF(ISERROR(FIND(\"d\",Q601)),LEN(Q601)+1,FIND(\"d\",Q601)),IF(ISERROR(FIND(\"e\",Q601)),LEN(Q601)+1,FIND(\"e\",Q601)),IF(ISERROR(FIND(\"f\",Q601)),LEN(Q601)+1,FIND(\"f\",Q601)),IF(ISERROR(FIND(\"g\",Q601)),LEN(Q601)+1,FIND(\"g\",Q601)))+1)))","v":"2"},"","","","","",{"$f":"IF(ISERROR(VALUE(LEFT(O601,1))),IF(OR(O601=\"N/A\",LEFT(O601,2)=\"C5\"),\"\",\"Appendix\"),\"\")","v":""},{"$f":"IF(X601=\"\",\"\",IF(LEFT(O601,3)=\"App\",LEFT(RIGHT(O601,LEN(O601)-FIND(\" \",O601)),1),MID(O601,IF(AF601=0,1,2),1)))","v":""},{"$f":"IF(Y601=\"\",0,100*MATCH(Y601,{\"A\",\"B\",\"C\",\"D\",\"E\",\"F\",\"G\"},0))","v":0},{"$f":"IF(Q601=\"\",0,IF(ISERROR(VALUE(LEFT(Q601,1))),MATCH(LEFT(Q601,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(Q601,LEN(Q601)-IF(R601=0,0,LEN(R601)+IF(ISERROR(VALUE(LEFT(R601,1))),0,1))))))","v":14},{"$f":"IF(R601=\"\",0,IF(ISERROR(VALUE(LEFT(R601,1))),MATCH(LEFT(R601,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(R601,LEN(R601)-IF(S601=0,0,LEN(S601)+IF(ISERROR(VALUE(LEFT(S601,1))),0,1))))))","v":2},{"$f":"IF(S601=\"\",0,IF(ISERROR(VALUE(LEFT(S601,1))),MATCH(LEFT(S601,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(S601,LEN(S601)-IF(T601=0,0,LEN(T601)+IF(ISERROR(VALUE(LEFT(T601,1))),0,1))))))","v":0},{"$f":"IF(T601=\"\",0,IF(ISERROR(VALUE(LEFT(T601,1))),MATCH(LEFT(T601,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(T601,LEN(T601)-IF(U601=0,0,LEN(U601)+IF(ISERROR(VALUE(LEFT(U601,1))),0,1))))))","v":0},{"$f":"IF(U601=\"\",0,IF(ISERROR(VALUE(LEFT(U601,1))),MATCH(LEFT(U601,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(U601,LEN(U601)-IF(V601=0,0,LEN(V601)+IF(ISERROR(VALUE(LEFT(V601,1))),0,1))))))","v":0},{"$f":"IF(ISERROR(VALUE(LEFT(O601,1))),IF(O601=\"N/A\",0,IF(LEFT(O601,1)=\"C\",1,0)),0)","v":0},{"$f":"IF(ISERROR(FIND(\"-\",O601)),0,VALUE(RIGHT(O601,LEN(O601)-LEN(P601)-1)))","v":0},null,14.1]
["N/A",null,"5.14.2.1","General",null,null,null,"P",null,null,0,14.105,null,null,"5.14.2.1","5.14.2.1","14.2.1",{"$f":"IF(Q602=\"\",\"\",RIGHT(Q602,LEN(Q602)+IF(ISERROR(VALUE(LEFT(Q602,1))),-MIN(2,LEN(Q602)),-MIN(IF(ISERROR(FIND(\".\",Q602)),LEN(Q602)+1,FIND(\".\",Q602)+1),IF(ISERROR(FIND(\"-\",Q602)),LEN(Q602)+1,FIND(\"-\",Q602)+1),IF(ISERROR(FIND(\"a\",Q602)),LEN(Q602)+1,FIND(\"a\",Q602)),IF(ISERROR(FIND(\"b\",Q602)),LEN(Q602)+1,FIND(\"b\",Q602)),IF(ISERROR(FIND(\"c\",Q602)),LEN(Q602)+1,FIND(\"c\",Q602)),IF(ISERROR(FIND(\"d\",Q602)),LEN(Q602)+1,FIND(\"d\",Q602)),IF(ISERROR(FIND(\"e\",Q602)),LEN(Q602)+1,FIND(\"e\",Q602)),IF(ISERROR(FIND(\"f\",Q602)),LEN(Q602)+1,FIND(\"f\",Q602)),IF(ISERROR(FIND(\"g\",Q602)),LEN(Q602)+1,FIND(\"g\",Q602)))+1)))","v":"2.1"},"1","","","","",{"$f":"IF(ISERROR(VALUE(LEFT(O602,1))),IF(OR(O602=\"N/A\",LEFT(O602,2)=\"C5\"),\"\",\"Appendix\"),\"\")","v":""},{"$f":"IF(X602=\"\",\"\",IF(LEFT(O602,3)=\"App\",LEFT(RIGHT(O602,LEN(O602)-FIND(\" \",O602)),1),MID(O602,IF(AF602=0,1,2),1)))","v":""},{"$f":"IF(Y602=\"\",0,100*MATCH(Y602,{\"A\",\"B\",\"C\",\"D\",\"E\",\"F\",\"G\"},0))","v":0},{"$f":"IF(Q602=\"\",0,IF(ISERROR(VALUE(LEFT(Q602,1))),MATCH(LEFT(Q602,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(Q602,LEN(Q602)-IF(R602=0,0,LEN(R602)+IF(ISERROR(VALUE(LEFT(R602,1))),0,1))))))","v":14},{"$f":"IF(R602=\"\",0,IF(ISERROR(VALUE(LEFT(R602,1))),MATCH(LEFT(R602,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(R602,LEN(R602)-IF(S602=0,0,LEN(S602)+IF(ISERROR(VALUE(LEFT(S602,1))),0,1))))))","v":2},{"$f":"IF(S602=\"\",0,IF(ISERROR(VALUE(LEFT(S602,1))),MATCH(LEFT(S602,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(S602,LEN(S602)-IF(T602=0,0,LEN(T602)+IF(ISERROR(VALUE(LEFT(T602,1))),0,1))))))","v":1},{"$f":"IF(T602=\"\",0,IF(ISERROR(VALUE(LEFT(T602,1))),MATCH(LEFT(T602,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(T602,LEN(T602)-IF(U602=0,0,LEN(U602)+IF(ISERROR(VALUE(LEFT(U602,1))),0,1))))))","v":0},{"$f":"IF(U602=\"\",0,IF(ISERROR(VALUE(LEFT(U602,1))),MATCH(LEFT(U602,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(U602,LEN(U602)-IF(V602=0,0,LEN(V602)+IF(ISERROR(VALUE(LEFT(V602,1))),0,1))))))","v":0},{"$f":"IF(ISERROR(VALUE(LEFT(O602,1))),IF(O602=\"N/A\",0,IF(LEFT(O602,1)=\"C\",1,0)),0)","v":0},{"$f":"IF(ISERROR(FIND(\"-\",O602)),0,VALUE(RIGHT(O602,LEN(O602)-LEN(P602)-1)))","v":0},null,14.105]
["N/A",null,"5.14.2.2","Corrosion Resistance",null,null,null,"P",null,null,0,14.11,null,null,"5.14.2.2","5.14.2.2","14.2.2",{"$f":"IF(Q603=\"\",\"\",RIGHT(Q603,LEN(Q603)+IF(ISERROR(VALUE(LEFT(Q603,1))),-MIN(2,LEN(Q603)),-MIN(IF(ISERROR(FIND(\".\",Q603)),LEN(Q603)+1,FIND(\".\",Q603)+1),IF(ISERROR(FIND(\"-\",Q603)),LEN(Q603)+1,FIND(\"-\",Q603)+1),IF(ISERROR(FIND(\"a\",Q603)),LEN(Q603)+1,FIND(\"a\",Q603)),IF(ISERROR(FIND(\"b\",Q603)),LEN(Q603)+1,FIND(\"b\",Q603)),IF(ISERROR(FIND(\"c\",Q603)),LEN(Q603)+1,FIND(\"c\",Q603)),IF(ISERROR(FIND(\"d\",Q603)),LEN(Q603)+1,FIND(\"d\",Q603)),IF(ISERROR(FIND(\"e\",Q603)),LEN(Q603)+1,FIND(\"e\",Q603)),IF(ISERROR(FIND(\"f\",Q603)),LEN(Q603)+1,FIND(\"f\",Q603)),IF(ISERROR(FIND(\"g\",Q603)),LEN(Q603)+1,FIND(\"g\",Q603)))+1)))","v":"2.2"},"2","","","","",{"$f":"IF(ISERROR(VALUE(LEFT(O603,1))),IF(OR(O603=\"N/A\",LEFT(O603,2)=\"C5\"),\"\",\"Appendix\"),\"\")","v":""},{"$f":"IF(X603=\"\",\"\",IF(LEFT(O603,3)=\"App\",LEFT(RIGHT(O603,LEN(O603)-FIND(\" \",O603)),1),MID(O603,IF(AF603=0,1,2),1)))","v":""},{"$f":"IF(Y603=\"\",0,100*MATCH(Y603,{\"A\",\"B\",\"C\",\"D\",\"E\",\"F\",\"G\"},0))","v":0},{"$f":"IF(Q603=\"\",0,IF(ISERROR(VALUE(LEFT(Q603,1))),MATCH(LEFT(Q603,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(Q603,LEN(Q603)-IF(R603=0,0,LEN(R603)+IF(ISERROR(VALUE(LEFT(R603,1))),0,1))))))","v":14},{"$f":"IF(R603=\"\",0,IF(ISERROR(VALUE(LEFT(R603,1))),MATCH(LEFT(R603,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(R603,LEN(R603)-IF(S603=0,0,LEN(S603)+IF(ISERROR(VALUE(LEFT(S603,1))),0,1))))))","v":2},{"$f":"IF(S603=\"\",0,IF(ISERROR(VALUE(LEFT(S603,1))),MATCH(LEFT(S603,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(S603,LEN(S603)-IF(T603=0,0,LEN(T603)+IF(ISERROR(VALUE(LEFT(T603,1))),0,1))))))","v":2},{"$f":"IF(T603=\"\",0,IF(ISERROR(VALUE(LEFT(T603,1))),MATCH(LEFT(T603,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(T603,LEN(T603)-IF(U603=0,0,LEN(U603)+IF(ISERROR(VALUE(LEFT(U603,1))),0,1))))))","v":0},{"$f":"IF(U603=\"\",0,IF(ISERROR(VALUE(LEFT(U603,1))),MATCH(LEFT(U603,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(U603,LEN(U603)-IF(V603=0,0,LEN(V603)+IF(ISERROR(VALUE(LEFT(V603,1))),0,1))))))","v":0},{"$f":"IF(ISERROR(VALUE(LEFT(O603,1))),IF(O603=\"N/A\",0,IF(LEFT(O603,1)=\"C\",1,0)),0)","v":0},{"$f":"IF(ISERROR(FIND(\"-\",O603)),0,VALUE(RIGHT(O603,LEN(O603)-LEN(P603)-1)))","v":0},null,14.11]
["N/A",null,"5.14.2.3","Freeze-Thaw Resistance",null,null,null,"P",null,null,0,14.115,null,null,"5.14.2.3","5.14.2.3","14.2.3",{"$f":"IF(Q604=\"\",\"\",RIGHT(Q604,LEN(Q604)+IF(ISERROR(VALUE(LEFT(Q604,1))),-MIN(2,LEN(Q604)),-MIN(IF(ISERROR(FIND(\".\",Q604)),LEN(Q604)+1,FIND(\".\",Q604)+1),IF(ISERROR(FIND(\"-\",Q604)),LEN(Q604)+1,FIND(\"-\",Q604)+1),IF(ISERROR(FIND(\"a\",Q604)),LEN(Q604)+1,FIND(\"a\",Q604)),IF(ISERROR(FIND(\"b\",Q604)),LEN(Q604)+1,FIND(\"b\",Q604)),IF(ISERROR(FIND(\"c\",Q604)),LEN(Q604)+1,FIND(\"c\",Q604)),IF(ISERROR(FIND(\"d\",Q604)),LEN(Q604)+1,FIND(\"d\",Q604)),IF(ISERROR(FIND(\"e\",Q604)),LEN(Q604)+1,FIND(\"e\",Q604)),IF(ISERROR(FIND(\"f\",Q604)),LEN(Q604)+1,FIND(\"f\",Q604)),IF(ISERROR(FIND(\"g\",Q604)),LEN(Q604)+1,FIND(\"g\",Q604)))+1)))","v":"2.3"},"3","","","","",{"$f":"IF(ISERROR(VALUE(LEFT(O604,1))),IF(OR(O604=\"N/A\",LEFT(O604,2)=\"C5\"),\"\",\"Appendix\"),\"\")","v":""},{"$f":"IF(X604=\"\",\"\",IF(LEFT(O604,3)=\"App\",LEFT(RIGHT(O604,LEN(O604)-FIND(\" \",O604)),1),MID(O604,IF(AF604=0,1,2),1)))","v":""},{"$f":"IF(Y604=\"\",0,100*MATCH(Y604,{\"A\",\"B\",\"C\",\"D\",\"E\",\"F\",\"G\"},0))","v":0},{"$f":"IF(Q604=\"\",0,IF(ISERROR(VALUE(LEFT(Q604,1))),MATCH(LEFT(Q604,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(Q604,LEN(Q604)-IF(R604=0,0,LEN(R604)+IF(ISERROR(VALUE(LEFT(R604,1))),0,1))))))","v":14},{"$f":"IF(R604=\"\",0,IF(ISERROR(VALUE(LEFT(R604,1))),MATCH(LEFT(R604,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(R604,LEN(R604)-IF(S604=0,0,LEN(S604)+IF(ISERROR(VALUE(LEFT(S604,1))),0,1))))))","v":2},{"$f":"IF(S604=\"\",0,IF(ISERROR(VALUE(LEFT(S604,1))),MATCH(LEFT(S604,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(S604,LEN(S604)-IF(T604=0,0,LEN(T604)+IF(ISERROR(VALUE(LEFT(T604,1))),0,1))))))","v":3},{"$f":"IF(T604=\"\",0,IF(ISERROR(VALUE(LEFT(T604,1))),MATCH(LEFT(T604,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(T604,LEN(T604)-IF(U604=0,0,LEN(U604)+IF(ISERROR(VALUE(LEFT(U604,1))),0,1))))))","v":0},{"$f":"IF(U604=\"\",0,IF(ISERROR(VALUE(LEFT(U604,1))),MATCH(LEFT(U604,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(U604,LEN(U604)-IF(V604=0,0,LEN(V604)+IF(ISERROR(VALUE(LEFT(V604,1))),0,1))))))","v":0},{"$f":"IF(ISERROR(VALUE(LEFT(O604,1))),IF(O604=\"N/A\",0,IF(LEFT(O604,1)=\"C\",1,0)),0)","v":0},{"$f":"IF(ISERROR(FIND(\"-\",O604)),0,VALUE(RIGHT(O604,LEN(O604)-LEN(P604)-1)))","v":0},null,14.115]
["N/A",null,"5.14.2.4","External Sulfate Attack",null,null,null,"P",null,null,0,14.12,null,null,"5.14.2.4","5.14.2.4","14.2.4",{"$f":"IF(Q605=\"\",\"\",RIGHT(Q605,LEN(Q605)+IF(ISERROR(VALUE(LEFT(Q605,1))),-MIN(2,LEN(Q605)),-MIN(IF(ISERROR(FIND(\".\",Q605)),LEN(Q605)+1,FIND(\".\",Q605)+1),IF(ISERROR(FIND(\"-\",Q605)),LEN(Q605)+1,FIND(\"-\",Q605)+1),IF(ISERROR(FIND(\"a\",Q605)),LEN(Q605)+1,FIND(\"a\",Q605)),IF(ISERROR(FIND(\"b\",Q605)),LEN(Q605)+1,FIND(\"b\",Q605)),IF(ISERROR(FIND(\"c\",Q605)),LEN(Q605)+1,FIND(\"c\",Q605)),IF(ISERROR(FIND(\"d\",Q605)),LEN(Q605)+1,FIND(\"d\",Q605)),IF(ISERROR(FIND(\"e\",Q605)),LEN(Q605)+1,FIND(\"e\",Q605)),IF(ISERROR(FIND(\"f\",Q605)),LEN(Q605)+1,FIND(\"f\",Q605)),IF(ISERROR(FIND(\"g\",Q605)),LEN(Q605)+1,FIND(\"g\",Q605)))+1)))","v":"2.4"},"4","","","","",{"$f":"IF(ISERROR(VALUE(LEFT(O605,1))),IF(OR(O605=\"N/A\",LEFT(O605,2)=\"C5\"),\"\",\"Appendix\"),\"\")","v":""},{"$f":"IF(X605=\"\",\"\",IF(LEFT(O605,3)=\"App\",LEFT(RIGHT(O605,LEN(O605)-FIND(\" \",O605)),1),MID(O605,IF(AF605=0,1,2),1)))","v":""},{"$f":"IF(Y605=\"\",0,100*MATCH(Y605,{\"A\",\"B\",\"C\",\"D\",\"E\",\"F\",\"G\"},0))","v":0},{"$f":"IF(Q605=\"\",0,IF(ISERROR(VALUE(LEFT(Q605,1))),MATCH(LEFT(Q605,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(Q605,LEN(Q605)-IF(R605=0,0,LEN(R605)+IF(ISERROR(VALUE(LEFT(R605,1))),0,1))))))","v":14},{"$f":"IF(R605=\"\",0,IF(ISERROR(VALUE(LEFT(R605,1))),MATCH(LEFT(R605,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(R605,LEN(R605)-IF(S605=0,0,LEN(S605)+IF(ISERROR(VALUE(LEFT(S605,1))),0,1))))))","v":2},{"$f":"IF(S605=\"\",0,IF(ISERROR(VALUE(LEFT(S605,1))),MATCH(LEFT(S605,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(S605,LEN(S605)-IF(T605=0,0,LEN(T605)+IF(ISERROR(VALUE(LEFT(T605,1))),0,1))))))","v":4},{"$f":"IF(T605=\"\",0,IF(ISERROR(VALUE(LEFT(T605,1))),MATCH(LEFT(T605,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(T605,LEN(T605)-IF(U605=0,0,LEN(U605)+IF(ISERROR(VALUE(LEFT(U605,1))),0,1))))))","v":0},{"$f":"IF(U605=\"\",0,IF(ISERROR(VALUE(LEFT(U605,1))),MATCH(LEFT(U605,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(U605,LEN(U605)-IF(V605=0,0,LEN(V605)+IF(ISERROR(VALUE(LEFT(V605,1))),0,1))))))","v":0},{"$f":"IF(ISERROR(VALUE(LEFT(O605,1))),IF(O605=\"N/A\",0,IF(LEFT(O605,1)=\"C\",1,0)),0)","v":0},{"$f":"IF(ISERROR(FIND(\"-\",O605)),0,VALUE(RIGHT(O605,LEN(O605)-LEN(P605)-1)))","v":0},null,14.12]
["N/A",null,"5.14.2.5","Delayed Ettringite Formation",null,null,null,"P",null,null,0,14.125,null,null,"5.14.2.5","5.14.2.5","14.2.5",{"$f":"IF(Q606=\"\",\"\",RIGHT(Q606,LEN(Q606)+IF(ISERROR(VALUE(LEFT(Q606,1))),-MIN(2,LEN(Q606)),-MIN(IF(ISERROR(FIND(\".\",Q606)),LEN(Q606)+1,FIND(\".\",Q606)+1),IF(ISERROR(FIND(\"-\",Q606)),LEN(Q606)+1,FIND(\"-\",Q606)+1),IF(ISERROR(FIND(\"a\",Q606)),LEN(Q606)+1,FIND(\"a\",Q606)),IF(ISERROR(FIND(\"b\",Q606)),LEN(Q606)+1,FIND(\"b\",Q606)),IF(ISERROR(FIND(\"c\",Q606)),LEN(Q606)+1,FIND(\"c\",Q606)),IF(ISERROR(FIND(\"d\",Q606)),LEN(Q606)+1,FIND(\"d\",Q606)),IF(ISERROR(FIND(\"e\",Q606)),LEN(Q606)+1,FIND(\"e\",Q606)),IF(ISERROR(FIND(\"f\",Q606)),LEN(Q606)+1,FIND(\"f\",Q606)),IF(ISERROR(FIND(\"g\",Q606)),LEN(Q606)+1,FIND(\"g\",Q606)))+1)))","v":"2.5"},"5","","","","",{"$f":"IF(ISERROR(VALUE(LEFT(O606,1))),IF(OR(O606=\"N/A\",LEFT(O606,2)=\"C5\"),\"\",\"Appendix\"),\"\")","v":""},{"$f":"IF(X606=\"\",\"\",IF(LEFT(O606,3)=\"App\",LEFT(RIGHT(O606,LEN(O606)-FIND(\" \",O606)),1),MID(O606,IF(AF606=0,1,2),1)))","v":""},{"$f":"IF(Y606=\"\",0,100*MATCH(Y606,{\"A\",\"B\",\"C\",\"D\",\"E\",\"F\",\"G\"},0))","v":0},{"$f":"IF(Q606=\"\",0,IF(ISERROR(VALUE(LEFT(Q606,1))),MATCH(LEFT(Q606,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(Q606,LEN(Q606)-IF(R606=0,0,LEN(R606)+IF(ISERROR(VALUE(LEFT(R606,1))),0,1))))))","v":14},{"$f":"IF(R606=\"\",0,IF(ISERROR(VALUE(LEFT(R606,1))),MATCH(LEFT(R606,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(R606,LEN(R606)-IF(S606=0,0,LEN(S606)+IF(ISERROR(VALUE(LEFT(S606,1))),0,1))))))","v":2},{"$f":"IF(S606=\"\",0,IF(ISERROR(VALUE(LEFT(S606,1))),MATCH(LEFT(S606,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(S606,LEN(S606)-IF(T606=0,0,LEN(T606)+IF(ISERROR(VALUE(LEFT(T606,1))),0,1))))))","v":5},{"$f":"IF(T606=\"\",0,IF(ISERROR(VALUE(LEFT(T606,1))),MATCH(LEFT(T606,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(T606,LEN(T606)-IF(U606=0,0,LEN(U606)+IF(ISERROR(VALUE(LEFT(U606,1))),0,1))))))","v":0},{"$f":"IF(U606=\"\",0,IF(ISERROR(VALUE(LEFT(U606,1))),MATCH(LEFT(U606,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(U606,LEN(U606)-IF(V606=0,0,LEN(V606)+IF(ISERROR(VALUE(LEFT(V606,1))),0,1))))))","v":0},{"$f":"IF(ISERROR(VALUE(LEFT(O606,1))),IF(O606=\"N/A\",0,IF(LEFT(O606,1)=\"C\",1,0)),0)","v":0},{"$f":"IF(ISERROR(FIND(\"-\",O606)),0,VALUE(RIGHT(O606,LEN(O606)-LEN(P606)-1)))","v":0},null,14.125]
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["5.14.1.4.7","Strength Limit State","5.12.3.3.7","Strength Limit State","P",null,null,null,null,null,14.07175,12.16675,null,null,"5.12.3.3.7","5.12.3.3.7","12.3.3.7",{"$f":"IF(Q723=\"\",\"\",RIGHT(Q723,LEN(Q723)+IF(ISERROR(VALUE(LEFT(Q723,1))),-MIN(2,LEN(Q723)),-MIN(IF(ISERROR(FIND(\".\",Q723)),LEN(Q723)+1,FIND(\".\",Q723)+1),IF(ISERROR(FIND(\"-\",Q723)),LEN(Q723)+1,FIND(\"-\",Q723)+1),IF(ISERROR(FIND(\"a\",Q723)),LEN(Q723)+1,FIND(\"a\",Q723)),IF(ISERROR(FIND(\"b\",Q723)),LEN(Q723)+1,FIND(\"b\",Q723)),IF(ISERROR(FIND(\"c\",Q723)),LEN(Q723)+1,FIND(\"c\",Q723)),IF(ISERROR(FIND(\"d\",Q723)),LEN(Q723)+1,FIND(\"d\",Q723)),IF(ISERROR(FIND(\"e\",Q723)),LEN(Q723)+1,FIND(\"e\",Q723)),IF(ISERROR(FIND(\"f\",Q723)),LEN(Q723)+1,FIND(\"f\",Q723)),IF(ISERROR(FIND(\"g\",Q723)),LEN(Q723)+1,FIND(\"g\",Q723)))+1)))","v":"3.3.7"},"3.7","7","","","",{"$f":"IF(ISERROR(VALUE(LEFT(O723,1))),IF(OR(O723=\"N/A\",LEFT(O723,2)=\"C5\"),\"\",\"Appendix\"),\"\")","v":""},{"$f":"IF(X723=\"\",\"\",IF(LEFT(O723,3)=\"App\",LEFT(RIGHT(O723,LEN(O723)-FIND(\" \",O723)),1),MID(O723,IF(AF723=0,1,2),1)))","v":""},{"$f":"IF(Y723=\"\",0,100*MATCH(Y723,{\"A\",\"B\",\"C\",\"D\",\"E\",\"F\",\"G\"},0))","v":0},{"$f":"IF(Q723=\"\",0,IF(ISERROR(VALUE(LEFT(Q723,1))),MATCH(LEFT(Q723,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(Q723,LEN(Q723)-IF(R723=0,0,LEN(R723)+IF(ISERROR(VALUE(LEFT(R723,1))),0,1))))))","v":12},{"$f":"IF(R723=\"\",0,IF(ISERROR(VALUE(LEFT(R723,1))),MATCH(LEFT(R723,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(R723,LEN(R723)-IF(S723=0,0,LEN(S723)+IF(ISERROR(VALUE(LEFT(S723,1))),0,1))))))","v":3},{"$f":"IF(S723=\"\",0,IF(ISERROR(VALUE(LEFT(S723,1))),MATCH(LEFT(S723,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(S723,LEN(S723)-IF(T723=0,0,LEN(T723)+IF(ISERROR(VALUE(LEFT(T723,1))),0,1))))))","v":3},{"$f":"IF(T723=\"\",0,IF(ISERROR(VALUE(LEFT(T723,1))),MATCH(LEFT(T723,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(T723,LEN(T723)-IF(U723=0,0,LEN(U723)+IF(ISERROR(VALUE(LEFT(U723,1))),0,1))))))","v":7},{"$f":"IF(U723=\"\",0,IF(ISERROR(VALUE(LEFT(U723,1))),MATCH(LEFT(U723,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(U723,LEN(U723)-IF(V723=0,0,LEN(V723)+IF(ISERROR(VALUE(LEFT(V723,1))),0,1))))))","v":0},{"$f":"IF(ISERROR(VALUE(LEFT(O723,1))),IF(O723=\"N/A\",0,IF(LEFT(O723,1)=\"C\",1,0)),0)","v":0},{"$f":"IF(ISERROR(FIND(\"-\",O723)),0,VALUE(RIGHT(O723,LEN(O723)-LEN(P723)-1)))","v":0},null,12.16675]
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["5.14.2.3.4","Construction Load Combinations at Strength Limit States","5.12.5.3.4","Construction Load Combinations at Strength Limit States","P",null,null,null,null,null,14.116,12.266,null,null,"5.12.5.3.4","5.12.5.3.4","12.5.3.4",{"$f":"IF(Q751=\"\",\"\",RIGHT(Q751,LEN(Q751)+IF(ISERROR(VALUE(LEFT(Q751,1))),-MIN(2,LEN(Q751)),-MIN(IF(ISERROR(FIND(\".\",Q751)),LEN(Q751)+1,FIND(\".\",Q751)+1),IF(ISERROR(FIND(\"-\",Q751)),LEN(Q751)+1,FIND(\"-\",Q751)+1),IF(ISERROR(FIND(\"a\",Q751)),LEN(Q751)+1,FIND(\"a\",Q751)),IF(ISERROR(FIND(\"b\",Q751)),LEN(Q751)+1,FIND(\"b\",Q751)),IF(ISERROR(FIND(\"c\",Q751)),LEN(Q751)+1,FIND(\"c\",Q751)),IF(ISERROR(FIND(\"d\",Q751)),LEN(Q751)+1,FIND(\"d\",Q751)),IF(ISERROR(FIND(\"e\",Q751)),LEN(Q751)+1,FIND(\"e\",Q751)),IF(ISERROR(FIND(\"f\",Q751)),LEN(Q751)+1,FIND(\"f\",Q751)),IF(ISERROR(FIND(\"g\",Q751)),LEN(Q751)+1,FIND(\"g\",Q751)))+1)))","v":"5.3.4"},"3.4","4","","","",{"$f":"IF(ISERROR(VALUE(LEFT(O751,1))),IF(OR(O751=\"N/A\",LEFT(O751,2)=\"C5\"),\"\",\"Appendix\"),\"\")","v":""},{"$f":"IF(X751=\"\",\"\",IF(LEFT(O751,3)=\"App\",LEFT(RIGHT(O751,LEN(O751)-FIND(\" \",O751)),1),MID(O751,IF(AF751=0,1,2),1)))","v":""},{"$f":"IF(Y751=\"\",0,100*MATCH(Y751,{\"A\",\"B\",\"C\",\"D\",\"E\",\"F\",\"G\"},0))","v":0},{"$f":"IF(Q751=\"\",0,IF(ISERROR(VALUE(LEFT(Q751,1))),MATCH(LEFT(Q751,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(Q751,LEN(Q751)-IF(R751=0,0,LEN(R751)+IF(ISERROR(VALUE(LEFT(R751,1))),0,1))))))","v":12},{"$f":"IF(R751=\"\",0,IF(ISERROR(VALUE(LEFT(R751,1))),MATCH(LEFT(R751,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(R751,LEN(R751)-IF(S751=0,0,LEN(S751)+IF(ISERROR(VALUE(LEFT(S751,1))),0,1))))))","v":5},{"$f":"IF(S751=\"\",0,IF(ISERROR(VALUE(LEFT(S751,1))),MATCH(LEFT(S751,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(S751,LEN(S751)-IF(T751=0,0,LEN(T751)+IF(ISERROR(VALUE(LEFT(T751,1))),0,1))))))","v":3},{"$f":"IF(T751=\"\",0,IF(ISERROR(VALUE(LEFT(T751,1))),MATCH(LEFT(T751,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(T751,LEN(T751)-IF(U751=0,0,LEN(U751)+IF(ISERROR(VALUE(LEFT(U751,1))),0,1))))))","v":4},{"$f":"IF(U751=\"\",0,IF(ISERROR(VALUE(LEFT(U751,1))),MATCH(LEFT(U751,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(U751,LEN(U751)-IF(V751=0,0,LEN(V751)+IF(ISERROR(VALUE(LEFT(V751,1))),0,1))))))","v":0},{"$f":"IF(ISERROR(VALUE(LEFT(O751,1))),IF(O751=\"N/A\",0,IF(LEFT(O751,1)=\"C\",1,0)),0)","v":0},{"$f":"IF(ISERROR(FIND(\"-\",O751)),0,VALUE(RIGHT(O751,LEN(O751)-LEN(P751)-1)))","v":0},null,12.266]
["5.14.2.3.4a","Superstructures","5.12.5.3.4a","Superstructure Load Effects and Structural Stability","P",null,null,null,null,null,14.116025,12.266025000000001,null,null,"5.12.5.3.4a","5.12.5.3.4a","12.5.3.4a",{"$f":"IF(Q752=\"\",\"\",RIGHT(Q752,LEN(Q752)+IF(ISERROR(VALUE(LEFT(Q752,1))),-MIN(2,LEN(Q752)),-MIN(IF(ISERROR(FIND(\".\",Q752)),LEN(Q752)+1,FIND(\".\",Q752)+1),IF(ISERROR(FIND(\"-\",Q752)),LEN(Q752)+1,FIND(\"-\",Q752)+1),IF(ISERROR(FIND(\"a\",Q752)),LEN(Q752)+1,FIND(\"a\",Q752)),IF(ISERROR(FIND(\"b\",Q752)),LEN(Q752)+1,FIND(\"b\",Q752)),IF(ISERROR(FIND(\"c\",Q752)),LEN(Q752)+1,FIND(\"c\",Q752)),IF(ISERROR(FIND(\"d\",Q752)),LEN(Q752)+1,FIND(\"d\",Q752)),IF(ISERROR(FIND(\"e\",Q752)),LEN(Q752)+1,FIND(\"e\",Q752)),IF(ISERROR(FIND(\"f\",Q752)),LEN(Q752)+1,FIND(\"f\",Q752)),IF(ISERROR(FIND(\"g\",Q752)),LEN(Q752)+1,FIND(\"g\",Q752)))+1)))","v":"5.3.4a"},"3.4a","4a","a","","",{"$f":"IF(ISERROR(VALUE(LEFT(O752,1))),IF(OR(O752=\"N/A\",LEFT(O752,2)=\"C5\"),\"\",\"Appendix\"),\"\")","v":""},{"$f":"IF(X752=\"\",\"\",IF(LEFT(O752,3)=\"App\",LEFT(RIGHT(O752,LEN(O752)-FIND(\" \",O752)),1),MID(O752,IF(AF752=0,1,2),1)))","v":""},{"$f":"IF(Y752=\"\",0,100*MATCH(Y752,{\"A\",\"B\",\"C\",\"D\",\"E\",\"F\",\"G\"},0))","v":0},{"$f":"IF(Q752=\"\",0,IF(ISERROR(VALUE(LEFT(Q752,1))),MATCH(LEFT(Q752,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(Q752,LEN(Q752)-IF(R752=0,0,LEN(R752)+IF(ISERROR(VALUE(LEFT(R752,1))),0,1))))))","v":12},{"$f":"IF(R752=\"\",0,IF(ISERROR(VALUE(LEFT(R752,1))),MATCH(LEFT(R752,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(R752,LEN(R752)-IF(S752=0,0,LEN(S752)+IF(ISERROR(VALUE(LEFT(S752,1))),0,1))))))","v":5},{"$f":"IF(S752=\"\",0,IF(ISERROR(VALUE(LEFT(S752,1))),MATCH(LEFT(S752,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(S752,LEN(S752)-IF(T752=0,0,LEN(T752)+IF(ISERROR(VALUE(LEFT(T752,1))),0,1))))))","v":3},{"$f":"IF(T752=\"\",0,IF(ISERROR(VALUE(LEFT(T752,1))),MATCH(LEFT(T752,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(T752,LEN(T752)-IF(U752=0,0,LEN(U752)+IF(ISERROR(VALUE(LEFT(U752,1))),0,1))))))","v":4},{"$f":"IF(U752=\"\",0,IF(ISERROR(VALUE(LEFT(U752,1))),MATCH(LEFT(U752,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(U752,LEN(U752)-IF(V752=0,0,LEN(V752)+IF(ISERROR(VALUE(LEFT(V752,1))),0,1))))))","v":1},{"$f":"IF(ISERROR(VALUE(LEFT(O752,1))),IF(O752=\"N/A\",0,IF(LEFT(O752,1)=\"C\",1,0)),0)","v":0},{"$f":"IF(ISERROR(FIND(\"-\",O752)),0,VALUE(RIGHT(O752,LEN(O752)-LEN(P752)-1)))","v":0},null,12.266025000000001]
["5.14.2.3.4a-1","ΣγQ = 1.1(DC + DIFF) + 1.3(CEQ + CLL)  + A + AI","5.12.5.3.4a-1","ΣγQ = 1.1(DC + DIFF) + 1.3(CEQ + CLL)  + A + AI","P",null,null,null,null,null,14.116026250000001,12.266026250000001,null,null,"5.12.5.3.4a-1","5.12.5.3.4a","12.5.3.4a",{"$f":"IF(Q753=\"\",\"\",RIGHT(Q753,LEN(Q753)+IF(ISERROR(VALUE(LEFT(Q753,1))),-MIN(2,LEN(Q753)),-MIN(IF(ISERROR(FIND(\".\",Q753)),LEN(Q753)+1,FIND(\".\",Q753)+1),IF(ISERROR(FIND(\"-\",Q753)),LEN(Q753)+1,FIND(\"-\",Q753)+1),IF(ISERROR(FIND(\"a\",Q753)),LEN(Q753)+1,FIND(\"a\",Q753)),IF(ISERROR(FIND(\"b\",Q753)),LEN(Q753)+1,FIND(\"b\",Q753)),IF(ISERROR(FIND(\"c\",Q753)),LEN(Q753)+1,FIND(\"c\",Q753)),IF(ISERROR(FIND(\"d\",Q753)),LEN(Q753)+1,FIND(\"d\",Q753)),IF(ISERROR(FIND(\"e\",Q753)),LEN(Q753)+1,FIND(\"e\",Q753)),IF(ISERROR(FIND(\"f\",Q753)),LEN(Q753)+1,FIND(\"f\",Q753)),IF(ISERROR(FIND(\"g\",Q753)),LEN(Q753)+1,FIND(\"g\",Q753)))+1)))","v":"5.3.4a"},"3.4a","4a","a","","",{"$f":"IF(ISERROR(VALUE(LEFT(O753,1))),IF(OR(O753=\"N/A\",LEFT(O753,2)=\"C5\"),\"\",\"Appendix\"),\"\")","v":""},{"$f":"IF(X753=\"\",\"\",IF(LEFT(O753,3)=\"App\",LEFT(RIGHT(O753,LEN(O753)-FIND(\" \",O753)),1),MID(O753,IF(AF753=0,1,2),1)))","v":""},{"$f":"IF(Y753=\"\",0,100*MATCH(Y753,{\"A\",\"B\",\"C\",\"D\",\"E\",\"F\",\"G\"},0))","v":0},{"$f":"IF(Q753=\"\",0,IF(ISERROR(VALUE(LEFT(Q753,1))),MATCH(LEFT(Q753,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(Q753,LEN(Q753)-IF(R753=0,0,LEN(R753)+IF(ISERROR(VALUE(LEFT(R753,1))),0,1))))))","v":12},{"$f":"IF(R753=\"\",0,IF(ISERROR(VALUE(LEFT(R753,1))),MATCH(LEFT(R753,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(R753,LEN(R753)-IF(S753=0,0,LEN(S753)+IF(ISERROR(VALUE(LEFT(S753,1))),0,1))))))","v":5},{"$f":"IF(S753=\"\",0,IF(ISERROR(VALUE(LEFT(S753,1))),MATCH(LEFT(S753,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(S753,LEN(S753)-IF(T753=0,0,LEN(T753)+IF(ISERROR(VALUE(LEFT(T753,1))),0,1))))))","v":3},{"$f":"IF(T753=\"\",0,IF(ISERROR(VALUE(LEFT(T753,1))),MATCH(LEFT(T753,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(T753,LEN(T753)-IF(U753=0,0,LEN(U753)+IF(ISERROR(VALUE(LEFT(U753,1))),0,1))))))","v":4},{"$f":"IF(U753=\"\",0,IF(ISERROR(VALUE(LEFT(U753,1))),MATCH(LEFT(U753,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(U753,LEN(U753)-IF(V753=0,0,LEN(V753)+IF(ISERROR(VALUE(LEFT(V753,1))),0,1))))))","v":1},{"$f":"IF(ISERROR(VALUE(LEFT(O753,1))),IF(O753=\"N/A\",0,IF(LEFT(O753,1)=\"C\",1,0)),0)","v":0},{"$f":"IF(ISERROR(FIND(\"-\",O753)),0,VALUE(RIGHT(O753,LEN(O753)-LEN(P753)-1)))","v":1},null,12.266026250000001]
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["5.14.2.3.5","Thermal Effects During Construction","5.12.5.3.5","Thermal Effects During Construction","P",null,null,null,null,null,14.116250000000001,12.266250000000001,null,null,"5.12.5.3.5","5.12.5.3.5","12.5.3.5",{"$f":"IF(Q756=\"\",\"\",RIGHT(Q756,LEN(Q756)+IF(ISERROR(VALUE(LEFT(Q756,1))),-MIN(2,LEN(Q756)),-MIN(IF(ISERROR(FIND(\".\",Q756)),LEN(Q756)+1,FIND(\".\",Q756)+1),IF(ISERROR(FIND(\"-\",Q756)),LEN(Q756)+1,FIND(\"-\",Q756)+1),IF(ISERROR(FIND(\"a\",Q756)),LEN(Q756)+1,FIND(\"a\",Q756)),IF(ISERROR(FIND(\"b\",Q756)),LEN(Q756)+1,FIND(\"b\",Q756)),IF(ISERROR(FIND(\"c\",Q756)),LEN(Q756)+1,FIND(\"c\",Q756)),IF(ISERROR(FIND(\"d\",Q756)),LEN(Q756)+1,FIND(\"d\",Q756)),IF(ISERROR(FIND(\"e\",Q756)),LEN(Q756)+1,FIND(\"e\",Q756)),IF(ISERROR(FIND(\"f\",Q756)),LEN(Q756)+1,FIND(\"f\",Q756)),IF(ISERROR(FIND(\"g\",Q756)),LEN(Q756)+1,FIND(\"g\",Q756)))+1)))","v":"5.3.5"},"3.5","5","","","",{"$f":"IF(ISERROR(VALUE(LEFT(O756,1))),IF(OR(O756=\"N/A\",LEFT(O756,2)=\"C5\"),\"\",\"Appendix\"),\"\")","v":""},{"$f":"IF(X756=\"\",\"\",IF(LEFT(O756,3)=\"App\",LEFT(RIGHT(O756,LEN(O756)-FIND(\" \",O756)),1),MID(O756,IF(AF756=0,1,2),1)))","v":""},{"$f":"IF(Y756=\"\",0,100*MATCH(Y756,{\"A\",\"B\",\"C\",\"D\",\"E\",\"F\",\"G\"},0))","v":0},{"$f":"IF(Q756=\"\",0,IF(ISERROR(VALUE(LEFT(Q756,1))),MATCH(LEFT(Q756,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(Q756,LEN(Q756)-IF(R756=0,0,LEN(R756)+IF(ISERROR(VALUE(LEFT(R756,1))),0,1))))))","v":12},{"$f":"IF(R756=\"\",0,IF(ISERROR(VALUE(LEFT(R756,1))),MATCH(LEFT(R756,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(R756,LEN(R756)-IF(S756=0,0,LEN(S756)+IF(ISERROR(VALUE(LEFT(S756,1))),0,1))))))","v":5},{"$f":"IF(S756=\"\",0,IF(ISERROR(VALUE(LEFT(S756,1))),MATCH(LEFT(S756,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(S756,LEN(S756)-IF(T756=0,0,LEN(T756)+IF(ISERROR(VALUE(LEFT(T756,1))),0,1))))))","v":3},{"$f":"IF(T756=\"\",0,IF(ISERROR(VALUE(LEFT(T756,1))),MATCH(LEFT(T756,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(T756,LEN(T756)-IF(U756=0,0,LEN(U756)+IF(ISERROR(VALUE(LEFT(U756,1))),0,1))))))","v":5},{"$f":"IF(U756=\"\",0,IF(ISERROR(VALUE(LEFT(U756,1))),MATCH(LEFT(U756,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(U756,LEN(U756)-IF(V756=0,0,LEN(V756)+IF(ISERROR(VALUE(LEFT(V756,1))),0,1))))))","v":0},{"$f":"IF(ISERROR(VALUE(LEFT(O756,1))),IF(O756=\"N/A\",0,IF(LEFT(O756,1)=\"C\",1,0)),0)","v":0},{"$f":"IF(ISERROR(FIND(\"-\",O756)),0,VALUE(RIGHT(O756,LEN(O756)-LEN(P756)-1)))","v":0},null,12.266250000000001]
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["Appendix A5","Basic Steps for Concrete Bridges","Appendix A5","Basic Steps for Concrete Bridges","P",null,null,null,null,null,100,100,null,null,"Appendix A5","Appendix A5","",{"$f":"IF(Q821=\"\",\"\",RIGHT(Q821,LEN(Q821)+IF(ISERROR(VALUE(LEFT(Q821,1))),-MIN(2,LEN(Q821)),-MIN(IF(ISERROR(FIND(\".\",Q821)),LEN(Q821)+1,FIND(\".\",Q821)+1),IF(ISERROR(FIND(\"-\",Q821)),LEN(Q821)+1,FIND(\"-\",Q821)+1),IF(ISERROR(FIND(\"a\",Q821)),LEN(Q821)+1,FIND(\"a\",Q821)),IF(ISERROR(FIND(\"b\",Q821)),LEN(Q821)+1,FIND(\"b\",Q821)),IF(ISERROR(FIND(\"c\",Q821)),LEN(Q821)+1,FIND(\"c\",Q821)),IF(ISERROR(FIND(\"d\",Q821)),LEN(Q821)+1,FIND(\"d\",Q821)),IF(ISERROR(FIND(\"e\",Q821)),LEN(Q821)+1,FIND(\"e\",Q821)),IF(ISERROR(FIND(\"f\",Q821)),LEN(Q821)+1,FIND(\"f\",Q821)),IF(ISERROR(FIND(\"g\",Q821)),LEN(Q821)+1,FIND(\"g\",Q821)))+1)))","v":""},"","","","","",{"$f":"IF(ISERROR(VALUE(LEFT(O821,1))),IF(OR(O821=\"N/A\",LEFT(O821,2)=\"C5\"),\"\",\"Appendix\"),\"\")","v":"Appendix"},{"$f":"IF(X821=\"\",\"\",IF(LEFT(O821,3)=\"App\",LEFT(RIGHT(O821,LEN(O821)-FIND(\" \",O821)),1),MID(O821,IF(AF821=0,1,2),1)))","v":"A"},{"$f":"IF(Y821=\"\",0,100*MATCH(Y821,{\"A\",\"B\",\"C\",\"D\",\"E\",\"F\",\"G\"},0))","v":100},{"$f":"IF(Q821=\"\",0,IF(ISERROR(VALUE(LEFT(Q821,1))),MATCH(LEFT(Q821,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(Q821,LEN(Q821)-IF(R821=0,0,LEN(R821)+IF(ISERROR(VALUE(LEFT(R821,1))),0,1))))))","v":0},{"$f":"IF(R821=\"\",0,IF(ISERROR(VALUE(LEFT(R821,1))),MATCH(LEFT(R821,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(R821,LEN(R821)-IF(S821=0,0,LEN(S821)+IF(ISERROR(VALUE(LEFT(S821,1))),0,1))))))","v":0},{"$f":"IF(S821=\"\",0,IF(ISERROR(VALUE(LEFT(S821,1))),MATCH(LEFT(S821,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(S821,LEN(S821)-IF(T821=0,0,LEN(T821)+IF(ISERROR(VALUE(LEFT(T821,1))),0,1))))))","v":0},{"$f":"IF(T821=\"\",0,IF(ISERROR(VALUE(LEFT(T821,1))),MATCH(LEFT(T821,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(T821,LEN(T821)-IF(U821=0,0,LEN(U821)+IF(ISERROR(VALUE(LEFT(U821,1))),0,1))))))","v":0},{"$f":"IF(U821=\"\",0,IF(ISERROR(VALUE(LEFT(U821,1))),MATCH(LEFT(U821,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(U821,LEN(U821)-IF(V821=0,0,LEN(V821)+IF(ISERROR(VALUE(LEFT(V821,1))),0,1))))))","v":0},{"$f":"IF(ISERROR(VALUE(LEFT(O821,1))),IF(O821=\"N/A\",0,IF(LEFT(O821,1)=\"C\",1,0)),0)","v":0},{"$f":"IF(ISERROR(FIND(\"-\",O821)),0,VALUE(RIGHT(O821,LEN(O821)-LEN(P821)-1)))","v":0},null,100]
["A5.1","General","A5.1","General","P",null,null,null,null,null,101,101,null,null,"A5.1","A5.1","1",{"$f":"IF(Q822=\"\",\"\",RIGHT(Q822,LEN(Q822)+IF(ISERROR(VALUE(LEFT(Q822,1))),-MIN(2,LEN(Q822)),-MIN(IF(ISERROR(FIND(\".\",Q822)),LEN(Q822)+1,FIND(\".\",Q822)+1),IF(ISERROR(FIND(\"-\",Q822)),LEN(Q822)+1,FIND(\"-\",Q822)+1),IF(ISERROR(FIND(\"a\",Q822)),LEN(Q822)+1,FIND(\"a\",Q822)),IF(ISERROR(FIND(\"b\",Q822)),LEN(Q822)+1,FIND(\"b\",Q822)),IF(ISERROR(FIND(\"c\",Q822)),LEN(Q822)+1,FIND(\"c\",Q822)),IF(ISERROR(FIND(\"d\",Q822)),LEN(Q822)+1,FIND(\"d\",Q822)),IF(ISERROR(FIND(\"e\",Q822)),LEN(Q822)+1,FIND(\"e\",Q822)),IF(ISERROR(FIND(\"f\",Q822)),LEN(Q822)+1,FIND(\"f\",Q822)),IF(ISERROR(FIND(\"g\",Q822)),LEN(Q822)+1,FIND(\"g\",Q822)))+1)))","v":""},"","","","","",{"$f":"IF(ISERROR(VALUE(LEFT(O822,1))),IF(OR(O822=\"N/A\",LEFT(O822,2)=\"C5\"),\"\",\"Appendix\"),\"\")","v":"Appendix"},{"$f":"IF(X822=\"\",\"\",IF(LEFT(O822,3)=\"App\",LEFT(RIGHT(O822,LEN(O822)-FIND(\" \",O822)),1),MID(O822,IF(AF822=0,1,2),1)))","v":"A"},{"$f":"IF(Y822=\"\",0,100*MATCH(Y822,{\"A\",\"B\",\"C\",\"D\",\"E\",\"F\",\"G\"},0))","v":100},{"$f":"IF(Q822=\"\",0,IF(ISERROR(VALUE(LEFT(Q822,1))),MATCH(LEFT(Q822,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(Q822,LEN(Q822)-IF(R822=0,0,LEN(R822)+IF(ISERROR(VALUE(LEFT(R822,1))),0,1))))))","v":1},{"$f":"IF(R822=\"\",0,IF(ISERROR(VALUE(LEFT(R822,1))),MATCH(LEFT(R822,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(R822,LEN(R822)-IF(S822=0,0,LEN(S822)+IF(ISERROR(VALUE(LEFT(S822,1))),0,1))))))","v":0},{"$f":"IF(S822=\"\",0,IF(ISERROR(VALUE(LEFT(S822,1))),MATCH(LEFT(S822,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(S822,LEN(S822)-IF(T822=0,0,LEN(T822)+IF(ISERROR(VALUE(LEFT(T822,1))),0,1))))))","v":0},{"$f":"IF(T822=\"\",0,IF(ISERROR(VALUE(LEFT(T822,1))),MATCH(LEFT(T822,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(T822,LEN(T822)-IF(U822=0,0,LEN(U822)+IF(ISERROR(VALUE(LEFT(U822,1))),0,1))))))","v":0},{"$f":"IF(U822=\"\",0,IF(ISERROR(VALUE(LEFT(U822,1))),MATCH(LEFT(U822,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(U822,LEN(U822)-IF(V822=0,0,LEN(V822)+IF(ISERROR(VALUE(LEFT(V822,1))),0,1))))))","v":0},{"$f":"IF(ISERROR(VALUE(LEFT(O822,1))),IF(O822=\"N/A\",0,IF(LEFT(O822,1)=\"C\",1,0)),0)","v":0},{"$f":"IF(ISERROR(FIND(\"-\",O822)),0,VALUE(RIGHT(O822,LEN(O822)-LEN(P822)-1)))","v":0},null,101]
["A5.2","General Considerations","A5.2","General Considerations","P",null,null,null,null,null,102,102,null,null,"A5.2","A5.2","2",{"$f":"IF(Q823=\"\",\"\",RIGHT(Q823,LEN(Q823)+IF(ISERROR(VALUE(LEFT(Q823,1))),-MIN(2,LEN(Q823)),-MIN(IF(ISERROR(FIND(\".\",Q823)),LEN(Q823)+1,FIND(\".\",Q823)+1),IF(ISERROR(FIND(\"-\",Q823)),LEN(Q823)+1,FIND(\"-\",Q823)+1),IF(ISERROR(FIND(\"a\",Q823)),LEN(Q823)+1,FIND(\"a\",Q823)),IF(ISERROR(FIND(\"b\",Q823)),LEN(Q823)+1,FIND(\"b\",Q823)),IF(ISERROR(FIND(\"c\",Q823)),LEN(Q823)+1,FIND(\"c\",Q823)),IF(ISERROR(FIND(\"d\",Q823)),LEN(Q823)+1,FIND(\"d\",Q823)),IF(ISERROR(FIND(\"e\",Q823)),LEN(Q823)+1,FIND(\"e\",Q823)),IF(ISERROR(FIND(\"f\",Q823)),LEN(Q823)+1,FIND(\"f\",Q823)),IF(ISERROR(FIND(\"g\",Q823)),LEN(Q823)+1,FIND(\"g\",Q823)))+1)))","v":""},"","","","","",{"$f":"IF(ISERROR(VALUE(LEFT(O823,1))),IF(OR(O823=\"N/A\",LEFT(O823,2)=\"C5\"),\"\",\"Appendix\"),\"\")","v":"Appendix"},{"$f":"IF(X823=\"\",\"\",IF(LEFT(O823,3)=\"App\",LEFT(RIGHT(O823,LEN(O823)-FIND(\" \",O823)),1),MID(O823,IF(AF823=0,1,2),1)))","v":"A"},{"$f":"IF(Y823=\"\",0,100*MATCH(Y823,{\"A\",\"B\",\"C\",\"D\",\"E\",\"F\",\"G\"},0))","v":100},{"$f":"IF(Q823=\"\",0,IF(ISERROR(VALUE(LEFT(Q823,1))),MATCH(LEFT(Q823,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(Q823,LEN(Q823)-IF(R823=0,0,LEN(R823)+IF(ISERROR(VALUE(LEFT(R823,1))),0,1))))))","v":2},{"$f":"IF(R823=\"\",0,IF(ISERROR(VALUE(LEFT(R823,1))),MATCH(LEFT(R823,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(R823,LEN(R823)-IF(S823=0,0,LEN(S823)+IF(ISERROR(VALUE(LEFT(S823,1))),0,1))))))","v":0},{"$f":"IF(S823=\"\",0,IF(ISERROR(VALUE(LEFT(S823,1))),MATCH(LEFT(S823,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(S823,LEN(S823)-IF(T823=0,0,LEN(T823)+IF(ISERROR(VALUE(LEFT(T823,1))),0,1))))))","v":0},{"$f":"IF(T823=\"\",0,IF(ISERROR(VALUE(LEFT(T823,1))),MATCH(LEFT(T823,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(T823,LEN(T823)-IF(U823=0,0,LEN(U823)+IF(ISERROR(VALUE(LEFT(U823,1))),0,1))))))","v":0},{"$f":"IF(U823=\"\",0,IF(ISERROR(VALUE(LEFT(U823,1))),MATCH(LEFT(U823,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(U823,LEN(U823)-IF(V823=0,0,LEN(V823)+IF(ISERROR(VALUE(LEFT(V823,1))),0,1))))))","v":0},{"$f":"IF(ISERROR(VALUE(LEFT(O823,1))),IF(O823=\"N/A\",0,IF(LEFT(O823,1)=\"C\",1,0)),0)","v":0},{"$f":"IF(ISERROR(FIND(\"-\",O823)),0,VALUE(RIGHT(O823,LEN(O823)-LEN(P823)-1)))","v":0},null,102]
["A5.3","Beam and Girder Superstructure Design","A5.3","Beam and Girder Superstructure Design","P",null,null,null,null,null,103,103,null,null,"A5.3","A5.3","3",{"$f":"IF(Q824=\"\",\"\",RIGHT(Q824,LEN(Q824)+IF(ISERROR(VALUE(LEFT(Q824,1))),-MIN(2,LEN(Q824)),-MIN(IF(ISERROR(FIND(\".\",Q824)),LEN(Q824)+1,FIND(\".\",Q824)+1),IF(ISERROR(FIND(\"-\",Q824)),LEN(Q824)+1,FIND(\"-\",Q824)+1),IF(ISERROR(FIND(\"a\",Q824)),LEN(Q824)+1,FIND(\"a\",Q824)),IF(ISERROR(FIND(\"b\",Q824)),LEN(Q824)+1,FIND(\"b\",Q824)),IF(ISERROR(FIND(\"c\",Q824)),LEN(Q824)+1,FIND(\"c\",Q824)),IF(ISERROR(FIND(\"d\",Q824)),LEN(Q824)+1,FIND(\"d\",Q824)),IF(ISERROR(FIND(\"e\",Q824)),LEN(Q824)+1,FIND(\"e\",Q824)),IF(ISERROR(FIND(\"f\",Q824)),LEN(Q824)+1,FIND(\"f\",Q824)),IF(ISERROR(FIND(\"g\",Q824)),LEN(Q824)+1,FIND(\"g\",Q824)))+1)))","v":""},"","","","","",{"$f":"IF(ISERROR(VALUE(LEFT(O824,1))),IF(OR(O824=\"N/A\",LEFT(O824,2)=\"C5\"),\"\",\"Appendix\"),\"\")","v":"Appendix"},{"$f":"IF(X824=\"\",\"\",IF(LEFT(O824,3)=\"App\",LEFT(RIGHT(O824,LEN(O824)-FIND(\" \",O824)),1),MID(O824,IF(AF824=0,1,2),1)))","v":"A"},{"$f":"IF(Y824=\"\",0,100*MATCH(Y824,{\"A\",\"B\",\"C\",\"D\",\"E\",\"F\",\"G\"},0))","v":100},{"$f":"IF(Q824=\"\",0,IF(ISERROR(VALUE(LEFT(Q824,1))),MATCH(LEFT(Q824,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(Q824,LEN(Q824)-IF(R824=0,0,LEN(R824)+IF(ISERROR(VALUE(LEFT(R824,1))),0,1))))))","v":3},{"$f":"IF(R824=\"\",0,IF(ISERROR(VALUE(LEFT(R824,1))),MATCH(LEFT(R824,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(R824,LEN(R824)-IF(S824=0,0,LEN(S824)+IF(ISERROR(VALUE(LEFT(S824,1))),0,1))))))","v":0},{"$f":"IF(S824=\"\",0,IF(ISERROR(VALUE(LEFT(S824,1))),MATCH(LEFT(S824,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(S824,LEN(S824)-IF(T824=0,0,LEN(T824)+IF(ISERROR(VALUE(LEFT(T824,1))),0,1))))))","v":0},{"$f":"IF(T824=\"\",0,IF(ISERROR(VALUE(LEFT(T824,1))),MATCH(LEFT(T824,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(T824,LEN(T824)-IF(U824=0,0,LEN(U824)+IF(ISERROR(VALUE(LEFT(U824,1))),0,1))))))","v":0},{"$f":"IF(U824=\"\",0,IF(ISERROR(VALUE(LEFT(U824,1))),MATCH(LEFT(U824,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(U824,LEN(U824)-IF(V824=0,0,LEN(V824)+IF(ISERROR(VALUE(LEFT(V824,1))),0,1))))))","v":0},{"$f":"IF(ISERROR(VALUE(LEFT(O824,1))),IF(O824=\"N/A\",0,IF(LEFT(O824,1)=\"C\",1,0)),0)","v":0},{"$f":"IF(ISERROR(FIND(\"-\",O824)),0,VALUE(RIGHT(O824,LEN(O824)-LEN(P824)-1)))","v":0},null,103]
["A5.4","Slab Bridges","A5.4","Slab Bridges","P",null,null,null,null,null,104,104,null,null,"A5.4","A5.4","4",{"$f":"IF(Q825=\"\",\"\",RIGHT(Q825,LEN(Q825)+IF(ISERROR(VALUE(LEFT(Q825,1))),-MIN(2,LEN(Q825)),-MIN(IF(ISERROR(FIND(\".\",Q825)),LEN(Q825)+1,FIND(\".\",Q825)+1),IF(ISERROR(FIND(\"-\",Q825)),LEN(Q825)+1,FIND(\"-\",Q825)+1),IF(ISERROR(FIND(\"a\",Q825)),LEN(Q825)+1,FIND(\"a\",Q825)),IF(ISERROR(FIND(\"b\",Q825)),LEN(Q825)+1,FIND(\"b\",Q825)),IF(ISERROR(FIND(\"c\",Q825)),LEN(Q825)+1,FIND(\"c\",Q825)),IF(ISERROR(FIND(\"d\",Q825)),LEN(Q825)+1,FIND(\"d\",Q825)),IF(ISERROR(FIND(\"e\",Q825)),LEN(Q825)+1,FIND(\"e\",Q825)),IF(ISERROR(FIND(\"f\",Q825)),LEN(Q825)+1,FIND(\"f\",Q825)),IF(ISERROR(FIND(\"g\",Q825)),LEN(Q825)+1,FIND(\"g\",Q825)))+1)))","v":""},"","","","","",{"$f":"IF(ISERROR(VALUE(LEFT(O825,1))),IF(OR(O825=\"N/A\",LEFT(O825,2)=\"C5\"),\"\",\"Appendix\"),\"\")","v":"Appendix"},{"$f":"IF(X825=\"\",\"\",IF(LEFT(O825,3)=\"App\",LEFT(RIGHT(O825,LEN(O825)-FIND(\" \",O825)),1),MID(O825,IF(AF825=0,1,2),1)))","v":"A"},{"$f":"IF(Y825=\"\",0,100*MATCH(Y825,{\"A\",\"B\",\"C\",\"D\",\"E\",\"F\",\"G\"},0))","v":100},{"$f":"IF(Q825=\"\",0,IF(ISERROR(VALUE(LEFT(Q825,1))),MATCH(LEFT(Q825,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(Q825,LEN(Q825)-IF(R825=0,0,LEN(R825)+IF(ISERROR(VALUE(LEFT(R825,1))),0,1))))))","v":4},{"$f":"IF(R825=\"\",0,IF(ISERROR(VALUE(LEFT(R825,1))),MATCH(LEFT(R825,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(R825,LEN(R825)-IF(S825=0,0,LEN(S825)+IF(ISERROR(VALUE(LEFT(S825,1))),0,1))))))","v":0},{"$f":"IF(S825=\"\",0,IF(ISERROR(VALUE(LEFT(S825,1))),MATCH(LEFT(S825,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(S825,LEN(S825)-IF(T825=0,0,LEN(T825)+IF(ISERROR(VALUE(LEFT(T825,1))),0,1))))))","v":0},{"$f":"IF(T825=\"\",0,IF(ISERROR(VALUE(LEFT(T825,1))),MATCH(LEFT(T825,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(T825,LEN(T825)-IF(U825=0,0,LEN(U825)+IF(ISERROR(VALUE(LEFT(U825,1))),0,1))))))","v":0},{"$f":"IF(U825=\"\",0,IF(ISERROR(VALUE(LEFT(U825,1))),MATCH(LEFT(U825,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(U825,LEN(U825)-IF(V825=0,0,LEN(V825)+IF(ISERROR(VALUE(LEFT(V825,1))),0,1))))))","v":0},{"$f":"IF(ISERROR(VALUE(LEFT(O825,1))),IF(O825=\"N/A\",0,IF(LEFT(O825,1)=\"C\",1,0)),0)","v":0},{"$f":"IF(ISERROR(FIND(\"-\",O825)),0,VALUE(RIGHT(O825,LEN(O825)-LEN(P825)-1)))","v":0},null,104]
["A5.5","Substructure Design","A5.5","Substructure Design","P",null,null,null,null,null,105,105,null,null,"A5.5","A5.5","5",{"$f":"IF(Q826=\"\",\"\",RIGHT(Q826,LEN(Q826)+IF(ISERROR(VALUE(LEFT(Q826,1))),-MIN(2,LEN(Q826)),-MIN(IF(ISERROR(FIND(\".\",Q826)),LEN(Q826)+1,FIND(\".\",Q826)+1),IF(ISERROR(FIND(\"-\",Q826)),LEN(Q826)+1,FIND(\"-\",Q826)+1),IF(ISERROR(FIND(\"a\",Q826)),LEN(Q826)+1,FIND(\"a\",Q826)),IF(ISERROR(FIND(\"b\",Q826)),LEN(Q826)+1,FIND(\"b\",Q826)),IF(ISERROR(FIND(\"c\",Q826)),LEN(Q826)+1,FIND(\"c\",Q826)),IF(ISERROR(FIND(\"d\",Q826)),LEN(Q826)+1,FIND(\"d\",Q826)),IF(ISERROR(FIND(\"e\",Q826)),LEN(Q826)+1,FIND(\"e\",Q826)),IF(ISERROR(FIND(\"f\",Q826)),LEN(Q826)+1,FIND(\"f\",Q826)),IF(ISERROR(FIND(\"g\",Q826)),LEN(Q826)+1,FIND(\"g\",Q826)))+1)))","v":""},"","","","","",{"$f":"IF(ISERROR(VALUE(LEFT(O826,1))),IF(OR(O826=\"N/A\",LEFT(O826,2)=\"C5\"),\"\",\"Appendix\"),\"\")","v":"Appendix"},{"$f":"IF(X826=\"\",\"\",IF(LEFT(O826,3)=\"App\",LEFT(RIGHT(O826,LEN(O826)-FIND(\" \",O826)),1),MID(O826,IF(AF826=0,1,2),1)))","v":"A"},{"$f":"IF(Y826=\"\",0,100*MATCH(Y826,{\"A\",\"B\",\"C\",\"D\",\"E\",\"F\",\"G\"},0))","v":100},{"$f":"IF(Q826=\"\",0,IF(ISERROR(VALUE(LEFT(Q826,1))),MATCH(LEFT(Q826,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(Q826,LEN(Q826)-IF(R826=0,0,LEN(R826)+IF(ISERROR(VALUE(LEFT(R826,1))),0,1))))))","v":5},{"$f":"IF(R826=\"\",0,IF(ISERROR(VALUE(LEFT(R826,1))),MATCH(LEFT(R826,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(R826,LEN(R826)-IF(S826=0,0,LEN(S826)+IF(ISERROR(VALUE(LEFT(S826,1))),0,1))))))","v":0},{"$f":"IF(S826=\"\",0,IF(ISERROR(VALUE(LEFT(S826,1))),MATCH(LEFT(S826,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(S826,LEN(S826)-IF(T826=0,0,LEN(T826)+IF(ISERROR(VALUE(LEFT(T826,1))),0,1))))))","v":0},{"$f":"IF(T826=\"\",0,IF(ISERROR(VALUE(LEFT(T826,1))),MATCH(LEFT(T826,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(T826,LEN(T826)-IF(U826=0,0,LEN(U826)+IF(ISERROR(VALUE(LEFT(U826,1))),0,1))))))","v":0},{"$f":"IF(U826=\"\",0,IF(ISERROR(VALUE(LEFT(U826,1))),MATCH(LEFT(U826,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(U826,LEN(U826)-IF(V826=0,0,LEN(V826)+IF(ISERROR(VALUE(LEFT(V826,1))),0,1))))))","v":0},{"$f":"IF(ISERROR(VALUE(LEFT(O826,1))),IF(O826=\"N/A\",0,IF(LEFT(O826,1)=\"C\",1,0)),0)","v":0},{"$f":"IF(ISERROR(FIND(\"-\",O826)),0,VALUE(RIGHT(O826,LEN(O826)-LEN(P826)-1)))","v":0},null,105]
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["Appendix B5","General Procedure for Shear Design with Tables","Appendix B5","General Procedure for Shear Design with Tables","P",null,null,null,null,null,200,200,null,null,"Appendix B5","Appendix B5","",{"$f":"IF(Q828=\"\",\"\",RIGHT(Q828,LEN(Q828)+IF(ISERROR(VALUE(LEFT(Q828,1))),-MIN(2,LEN(Q828)),-MIN(IF(ISERROR(FIND(\".\",Q828)),LEN(Q828)+1,FIND(\".\",Q828)+1),IF(ISERROR(FIND(\"-\",Q828)),LEN(Q828)+1,FIND(\"-\",Q828)+1),IF(ISERROR(FIND(\"a\",Q828)),LEN(Q828)+1,FIND(\"a\",Q828)),IF(ISERROR(FIND(\"b\",Q828)),LEN(Q828)+1,FIND(\"b\",Q828)),IF(ISERROR(FIND(\"c\",Q828)),LEN(Q828)+1,FIND(\"c\",Q828)),IF(ISERROR(FIND(\"d\",Q828)),LEN(Q828)+1,FIND(\"d\",Q828)),IF(ISERROR(FIND(\"e\",Q828)),LEN(Q828)+1,FIND(\"e\",Q828)),IF(ISERROR(FIND(\"f\",Q828)),LEN(Q828)+1,FIND(\"f\",Q828)),IF(ISERROR(FIND(\"g\",Q828)),LEN(Q828)+1,FIND(\"g\",Q828)))+1)))","v":""},"","","","","",{"$f":"IF(ISERROR(VALUE(LEFT(O828,1))),IF(OR(O828=\"N/A\",LEFT(O828,2)=\"C5\"),\"\",\"Appendix\"),\"\")","v":"Appendix"},{"$f":"IF(X828=\"\",\"\",IF(LEFT(O828,3)=\"App\",LEFT(RIGHT(O828,LEN(O828)-FIND(\" \",O828)),1),MID(O828,IF(AF828=0,1,2),1)))","v":"B"},{"$f":"IF(Y828=\"\",0,100*MATCH(Y828,{\"A\",\"B\",\"C\",\"D\",\"E\",\"F\",\"G\"},0))","v":200},{"$f":"IF(Q828=\"\",0,IF(ISERROR(VALUE(LEFT(Q828,1))),MATCH(LEFT(Q828,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(Q828,LEN(Q828)-IF(R828=0,0,LEN(R828)+IF(ISERROR(VALUE(LEFT(R828,1))),0,1))))))","v":0},{"$f":"IF(R828=\"\",0,IF(ISERROR(VALUE(LEFT(R828,1))),MATCH(LEFT(R828,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(R828,LEN(R828)-IF(S828=0,0,LEN(S828)+IF(ISERROR(VALUE(LEFT(S828,1))),0,1))))))","v":0},{"$f":"IF(S828=\"\",0,IF(ISERROR(VALUE(LEFT(S828,1))),MATCH(LEFT(S828,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(S828,LEN(S828)-IF(T828=0,0,LEN(T828)+IF(ISERROR(VALUE(LEFT(T828,1))),0,1))))))","v":0},{"$f":"IF(T828=\"\",0,IF(ISERROR(VALUE(LEFT(T828,1))),MATCH(LEFT(T828,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(T828,LEN(T828)-IF(U828=0,0,LEN(U828)+IF(ISERROR(VALUE(LEFT(U828,1))),0,1))))))","v":0},{"$f":"IF(U828=\"\",0,IF(ISERROR(VALUE(LEFT(U828,1))),MATCH(LEFT(U828,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(U828,LEN(U828)-IF(V828=0,0,LEN(V828)+IF(ISERROR(VALUE(LEFT(V828,1))),0,1))))))","v":0},{"$f":"IF(ISERROR(VALUE(LEFT(O828,1))),IF(O828=\"N/A\",0,IF(LEFT(O828,1)=\"C\",1,0)),0)","v":0},{"$f":"IF(ISERROR(FIND(\"-\",O828)),0,VALUE(RIGHT(O828,LEN(O828)-LEN(P828)-1)))","v":0},null,200]
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["Appendix C5","Upper Limits for Articles Affected by Concrete Compressive Strength","Appendix C5","Upper Limits for Articles Affected by Concrete Compressive Strength",null,null,null,null,null,null,300,300,null,null,{"$f":"C839","v":"Appendix C5"},{"$f":"IF(ISERROR(FIND(\"-\",O839)),O839,LEFT(O839,FIND(\"-\",O839)-1))","v":"Appendix C5"},"",{"$f":"IF(Q839=\"\",\"\",RIGHT(Q839,LEN(Q839)+IF(ISERROR(VALUE(LEFT(Q839,1))),-MIN(2,LEN(Q839)),-MIN(IF(ISERROR(FIND(\".\",Q839)),LEN(Q839)+1,FIND(\".\",Q839)+1),IF(ISERROR(FIND(\"-\",Q839)),LEN(Q839)+1,FIND(\"-\",Q839)+1),IF(ISERROR(FIND(\"a\",Q839)),LEN(Q839)+1,FIND(\"a\",Q839)),IF(ISERROR(FIND(\"b\",Q839)),LEN(Q839)+1,FIND(\"b\",Q839)),IF(ISERROR(FIND(\"c\",Q839)),LEN(Q839)+1,FIND(\"c\",Q839)),IF(ISERROR(FIND(\"d\",Q839)),LEN(Q839)+1,FIND(\"d\",Q839)),IF(ISERROR(FIND(\"e\",Q839)),LEN(Q839)+1,FIND(\"e\",Q839)),IF(ISERROR(FIND(\"f\",Q839)),LEN(Q839)+1,FIND(\"f\",Q839)),IF(ISERROR(FIND(\"g\",Q839)),LEN(Q839)+1,FIND(\"g\",Q839)))+1)))","v":""},"","","","","",{"$f":"IF(ISERROR(VALUE(LEFT(O839,1))),IF(OR(O839=\"N/A\",LEFT(O839,2)=\"C5\"),\"\",\"Appendix\"),\"\")","v":"Appendix"},{"$f":"IF(X839=\"\",\"\",IF(LEFT(O839,3)=\"App\",LEFT(RIGHT(O839,LEN(O839)-FIND(\" \",O839)),1),MID(O839,IF(AF839=0,1,2),1)))","v":"C"},{"$f":"IF(Y839=\"\",0,100*MATCH(Y839,{\"A\",\"B\",\"C\",\"D\",\"E\",\"F\",\"G\"},0))","v":300},{"$f":"IF(Q839=\"\",0,IF(ISERROR(VALUE(LEFT(Q839,1))),MATCH(LEFT(Q839,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(Q839,LEN(Q839)-IF(R839=0,0,LEN(R839)+IF(ISERROR(VALUE(LEFT(R839,1))),0,1))))))","v":0},{"$f":"IF(R839=\"\",0,IF(ISERROR(VALUE(LEFT(R839,1))),MATCH(LEFT(R839,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(R839,LEN(R839)-IF(S839=0,0,LEN(S839)+IF(ISERROR(VALUE(LEFT(S839,1))),0,1))))))","v":0},{"$f":"IF(S839=\"\",0,IF(ISERROR(VALUE(LEFT(S839,1))),MATCH(LEFT(S839,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(S839,LEN(S839)-IF(T839=0,0,LEN(T839)+IF(ISERROR(VALUE(LEFT(T839,1))),0,1))))))","v":0},{"$f":"IF(T839=\"\",0,IF(ISERROR(VALUE(LEFT(T839,1))),MATCH(LEFT(T839,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(T839,LEN(T839)-IF(U839=0,0,LEN(U839)+IF(ISERROR(VALUE(LEFT(U839,1))),0,1))))))","v":0},{"$f":"IF(U839=\"\",0,IF(ISERROR(VALUE(LEFT(U839,1))),MATCH(LEFT(U839,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(U839,LEN(U839)-IF(V839=0,0,LEN(V839)+IF(ISERROR(VALUE(LEFT(V839,1))),0,1))))))","v":0},{"$f":"IF(ISERROR(VALUE(LEFT(O839,1))),IF(O839=\"N/A\",0,IF(LEFT(O839,1)=\"C\",1,0)),0)","v":0},{"$f":"IF(ISERROR(FIND(\"-\",O839)),0,VALUE(RIGHT(O839,LEN(O839)-LEN(P839)-1)))","v":0},null,{"$f":"Z839+AA839+AB839/20+AC839/200+AD839/4000+AE839/40000+AF839/80000+AG839/800000","v":300}]
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["Appendix D5","Articles Modified to Allow the Use of Reinforcement with a Specified Minimum Yield Strength Up to 100 ksi","Appendix D5","Articles Modified to Allow the Use of Reinforcement with a Specified Minimum Yield Strength Up to 100 ksi",null,null,null,null,null,null,400,400,null,null,"Appendix D5","Appendix D5","",{"$f":"IF(Q841=\"\",\"\",RIGHT(Q841,LEN(Q841)+IF(ISERROR(VALUE(LEFT(Q841,1))),-MIN(2,LEN(Q841)),-MIN(IF(ISERROR(FIND(\".\",Q841)),LEN(Q841)+1,FIND(\".\",Q841)+1),IF(ISERROR(FIND(\"-\",Q841)),LEN(Q841)+1,FIND(\"-\",Q841)+1),IF(ISERROR(FIND(\"a\",Q841)),LEN(Q841)+1,FIND(\"a\",Q841)),IF(ISERROR(FIND(\"b\",Q841)),LEN(Q841)+1,FIND(\"b\",Q841)),IF(ISERROR(FIND(\"c\",Q841)),LEN(Q841)+1,FIND(\"c\",Q841)),IF(ISERROR(FIND(\"d\",Q841)),LEN(Q841)+1,FIND(\"d\",Q841)),IF(ISERROR(FIND(\"e\",Q841)),LEN(Q841)+1,FIND(\"e\",Q841)),IF(ISERROR(FIND(\"f\",Q841)),LEN(Q841)+1,FIND(\"f\",Q841)),IF(ISERROR(FIND(\"g\",Q841)),LEN(Q841)+1,FIND(\"g\",Q841)))+1)))","v":""},"","","","","",{"$f":"IF(ISERROR(VALUE(LEFT(O841,1))),IF(OR(O841=\"N/A\",LEFT(O841,2)=\"C5\"),\"\",\"Appendix\"),\"\")","v":"Appendix"},{"$f":"IF(X841=\"\",\"\",IF(LEFT(O841,3)=\"App\",LEFT(RIGHT(O841,LEN(O841)-FIND(\" \",O841)),1),MID(O841,IF(AF841=0,1,2),1)))","v":"D"},{"$f":"IF(Y841=\"\",0,100*MATCH(Y841,{\"A\",\"B\",\"C\",\"D\",\"E\",\"F\",\"G\"},0))","v":400},{"$f":"IF(Q841=\"\",0,IF(ISERROR(VALUE(LEFT(Q841,1))),MATCH(LEFT(Q841,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(Q841,LEN(Q841)-IF(R841=0,0,LEN(R841)+IF(ISERROR(VALUE(LEFT(R841,1))),0,1))))))","v":0},{"$f":"IF(R841=\"\",0,IF(ISERROR(VALUE(LEFT(R841,1))),MATCH(LEFT(R841,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(R841,LEN(R841)-IF(S841=0,0,LEN(S841)+IF(ISERROR(VALUE(LEFT(S841,1))),0,1))))))","v":0},{"$f":"IF(S841=\"\",0,IF(ISERROR(VALUE(LEFT(S841,1))),MATCH(LEFT(S841,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(S841,LEN(S841)-IF(T841=0,0,LEN(T841)+IF(ISERROR(VALUE(LEFT(T841,1))),0,1))))))","v":0},{"$f":"IF(T841=\"\",0,IF(ISERROR(VALUE(LEFT(T841,1))),MATCH(LEFT(T841,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(T841,LEN(T841)-IF(U841=0,0,LEN(U841)+IF(ISERROR(VALUE(LEFT(U841,1))),0,1))))))","v":0},{"$f":"IF(U841=\"\",0,IF(ISERROR(VALUE(LEFT(U841,1))),MATCH(LEFT(U841,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(U841,LEN(U841)-IF(V841=0,0,LEN(V841)+IF(ISERROR(VALUE(LEFT(V841,1))),0,1))))))","v":0},{"$f":"IF(ISERROR(VALUE(LEFT(O841,1))),IF(O841=\"N/A\",0,IF(LEFT(O841,1)=\"C\",1,0)),0)","v":0},{"$f":"IF(ISERROR(FIND(\"-\",O841)),0,VALUE(RIGHT(O841,LEN(O841)-LEN(P841)-1)))","v":0},null,400]
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["N/A",null,"5.13.2","General Strength Requirements",null,null,null,"P",null,null,0,13.1,null,null,"5.13.2","5.13.2","13.2",{"$f":"IF(Q845=\"\",\"\",RIGHT(Q845,LEN(Q845)+IF(ISERROR(VALUE(LEFT(Q845,1))),-MIN(2,LEN(Q845)),-MIN(IF(ISERROR(FIND(\".\",Q845)),LEN(Q845)+1,FIND(\".\",Q845)+1),IF(ISERROR(FIND(\"-\",Q845)),LEN(Q845)+1,FIND(\"-\",Q845)+1),IF(ISERROR(FIND(\"a\",Q845)),LEN(Q845)+1,FIND(\"a\",Q845)),IF(ISERROR(FIND(\"b\",Q845)),LEN(Q845)+1,FIND(\"b\",Q845)),IF(ISERROR(FIND(\"c\",Q845)),LEN(Q845)+1,FIND(\"c\",Q845)),IF(ISERROR(FIND(\"d\",Q845)),LEN(Q845)+1,FIND(\"d\",Q845)),IF(ISERROR(FIND(\"e\",Q845)),LEN(Q845)+1,FIND(\"e\",Q845)),IF(ISERROR(FIND(\"f\",Q845)),LEN(Q845)+1,FIND(\"f\",Q845)),IF(ISERROR(FIND(\"g\",Q845)),LEN(Q845)+1,FIND(\"g\",Q845)))+1)))","v":"2"},"","","","","",{"$f":"IF(ISERROR(VALUE(LEFT(O845,1))),IF(OR(O845=\"N/A\",LEFT(O845,2)=\"C5\"),\"\",\"Appendix\"),\"\")","v":""},{"$f":"IF(X845=\"\",\"\",IF(LEFT(O845,3)=\"App\",LEFT(RIGHT(O845,LEN(O845)-FIND(\" \",O845)),1),MID(O845,IF(AF845=0,1,2),1)))","v":""},{"$f":"IF(Y845=\"\",0,100*MATCH(Y845,{\"A\",\"B\",\"C\",\"D\",\"E\",\"F\",\"G\"},0))","v":0},{"$f":"IF(Q845=\"\",0,IF(ISERROR(VALUE(LEFT(Q845,1))),MATCH(LEFT(Q845,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(Q845,LEN(Q845)-IF(R845=0,0,LEN(R845)+IF(ISERROR(VALUE(LEFT(R845,1))),0,1))))))","v":13},{"$f":"IF(R845=\"\",0,IF(ISERROR(VALUE(LEFT(R845,1))),MATCH(LEFT(R845,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(R845,LEN(R845)-IF(S845=0,0,LEN(S845)+IF(ISERROR(VALUE(LEFT(S845,1))),0,1))))))","v":2},{"$f":"IF(S845=\"\",0,IF(ISERROR(VALUE(LEFT(S845,1))),MATCH(LEFT(S845,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(S845,LEN(S845)-IF(T845=0,0,LEN(T845)+IF(ISERROR(VALUE(LEFT(T845,1))),0,1))))))","v":0},{"$f":"IF(T845=\"\",0,IF(ISERROR(VALUE(LEFT(T845,1))),MATCH(LEFT(T845,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(T845,LEN(T845)-IF(U845=0,0,LEN(U845)+IF(ISERROR(VALUE(LEFT(U845,1))),0,1))))))","v":0},{"$f":"IF(U845=\"\",0,IF(ISERROR(VALUE(LEFT(U845,1))),MATCH(LEFT(U845,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(U845,LEN(U845)-IF(V845=0,0,LEN(V845)+IF(ISERROR(VALUE(LEFT(V845,1))),0,1))))))","v":0},{"$f":"IF(ISERROR(VALUE(LEFT(O845,1))),IF(O845=\"N/A\",0,IF(LEFT(O845,1)=\"C\",1,0)),0)","v":0},{"$f":"IF(ISERROR(FIND(\"-\",O845)),0,VALUE(RIGHT(O845,LEN(O845)-LEN(P845)-1)))","v":0},null,13.1]
["N/A",null,"5.13.2.1","Failure Modes to be Considered",null,null,null,"P",null,null,0,13.105,null,null,"5.13.2.1","5.13.2.1","13.2.1",{"$f":"IF(Q846=\"\",\"\",RIGHT(Q846,LEN(Q846)+IF(ISERROR(VALUE(LEFT(Q846,1))),-MIN(2,LEN(Q846)),-MIN(IF(ISERROR(FIND(\".\",Q846)),LEN(Q846)+1,FIND(\".\",Q846)+1),IF(ISERROR(FIND(\"-\",Q846)),LEN(Q846)+1,FIND(\"-\",Q846)+1),IF(ISERROR(FIND(\"a\",Q846)),LEN(Q846)+1,FIND(\"a\",Q846)),IF(ISERROR(FIND(\"b\",Q846)),LEN(Q846)+1,FIND(\"b\",Q846)),IF(ISERROR(FIND(\"c\",Q846)),LEN(Q846)+1,FIND(\"c\",Q846)),IF(ISERROR(FIND(\"d\",Q846)),LEN(Q846)+1,FIND(\"d\",Q846)),IF(ISERROR(FIND(\"e\",Q846)),LEN(Q846)+1,FIND(\"e\",Q846)),IF(ISERROR(FIND(\"f\",Q846)),LEN(Q846)+1,FIND(\"f\",Q846)),IF(ISERROR(FIND(\"g\",Q846)),LEN(Q846)+1,FIND(\"g\",Q846)))+1)))","v":"2.1"},"1","","","","",{"$f":"IF(ISERROR(VALUE(LEFT(O846,1))),IF(OR(O846=\"N/A\",LEFT(O846,2)=\"C5\"),\"\",\"Appendix\"),\"\")","v":""},{"$f":"IF(X846=\"\",\"\",IF(LEFT(O846,3)=\"App\",LEFT(RIGHT(O846,LEN(O846)-FIND(\" \",O846)),1),MID(O846,IF(AF846=0,1,2),1)))","v":""},{"$f":"IF(Y846=\"\",0,100*MATCH(Y846,{\"A\",\"B\",\"C\",\"D\",\"E\",\"F\",\"G\"},0))","v":0},{"$f":"IF(Q846=\"\",0,IF(ISERROR(VALUE(LEFT(Q846,1))),MATCH(LEFT(Q846,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(Q846,LEN(Q846)-IF(R846=0,0,LEN(R846)+IF(ISERROR(VALUE(LEFT(R846,1))),0,1))))))","v":13},{"$f":"IF(R846=\"\",0,IF(ISERROR(VALUE(LEFT(R846,1))),MATCH(LEFT(R846,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(R846,LEN(R846)-IF(S846=0,0,LEN(S846)+IF(ISERROR(VALUE(LEFT(S846,1))),0,1))))))","v":2},{"$f":"IF(S846=\"\",0,IF(ISERROR(VALUE(LEFT(S846,1))),MATCH(LEFT(S846,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(S846,LEN(S846)-IF(T846=0,0,LEN(T846)+IF(ISERROR(VALUE(LEFT(T846,1))),0,1))))))","v":1},{"$f":"IF(T846=\"\",0,IF(ISERROR(VALUE(LEFT(T846,1))),MATCH(LEFT(T846,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(T846,LEN(T846)-IF(U846=0,0,LEN(U846)+IF(ISERROR(VALUE(LEFT(U846,1))),0,1))))))","v":0},{"$f":"IF(U846=\"\",0,IF(ISERROR(VALUE(LEFT(U846,1))),MATCH(LEFT(U846,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(U846,LEN(U846)-IF(V846=0,0,LEN(V846)+IF(ISERROR(VALUE(LEFT(V846,1))),0,1))))))","v":0},{"$f":"IF(ISERROR(VALUE(LEFT(O846,1))),IF(O846=\"N/A\",0,IF(LEFT(O846,1)=\"C\",1,0)),0)","v":0},{"$f":"IF(ISERROR(FIND(\"-\",O846)),0,VALUE(RIGHT(O846,LEN(O846)-LEN(P846)-1)))","v":0},null,13.105]
["N/A",null,"5.13.2.2","Resistance Factors",null,null,null,"P",null,null,0,13.11,null,null,"5.13.2.2","5.13.2.2","13.2.2",{"$f":"IF(Q847=\"\",\"\",RIGHT(Q847,LEN(Q847)+IF(ISERROR(VALUE(LEFT(Q847,1))),-MIN(2,LEN(Q847)),-MIN(IF(ISERROR(FIND(\".\",Q847)),LEN(Q847)+1,FIND(\".\",Q847)+1),IF(ISERROR(FIND(\"-\",Q847)),LEN(Q847)+1,FIND(\"-\",Q847)+1),IF(ISERROR(FIND(\"a\",Q847)),LEN(Q847)+1,FIND(\"a\",Q847)),IF(ISERROR(FIND(\"b\",Q847)),LEN(Q847)+1,FIND(\"b\",Q847)),IF(ISERROR(FIND(\"c\",Q847)),LEN(Q847)+1,FIND(\"c\",Q847)),IF(ISERROR(FIND(\"d\",Q847)),LEN(Q847)+1,FIND(\"d\",Q847)),IF(ISERROR(FIND(\"e\",Q847)),LEN(Q847)+1,FIND(\"e\",Q847)),IF(ISERROR(FIND(\"f\",Q847)),LEN(Q847)+1,FIND(\"f\",Q847)),IF(ISERROR(FIND(\"g\",Q847)),LEN(Q847)+1,FIND(\"g\",Q847)))+1)))","v":"2.2"},"2","","","","",{"$f":"IF(ISERROR(VALUE(LEFT(O847,1))),IF(OR(O847=\"N/A\",LEFT(O847,2)=\"C5\"),\"\",\"Appendix\"),\"\")","v":""},{"$f":"IF(X847=\"\",\"\",IF(LEFT(O847,3)=\"App\",LEFT(RIGHT(O847,LEN(O847)-FIND(\" \",O847)),1),MID(O847,IF(AF847=0,1,2),1)))","v":""},{"$f":"IF(Y847=\"\",0,100*MATCH(Y847,{\"A\",\"B\",\"C\",\"D\",\"E\",\"F\",\"G\"},0))","v":0},{"$f":"IF(Q847=\"\",0,IF(ISERROR(VALUE(LEFT(Q847,1))),MATCH(LEFT(Q847,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(Q847,LEN(Q847)-IF(R847=0,0,LEN(R847)+IF(ISERROR(VALUE(LEFT(R847,1))),0,1))))))","v":13},{"$f":"IF(R847=\"\",0,IF(ISERROR(VALUE(LEFT(R847,1))),MATCH(LEFT(R847,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(R847,LEN(R847)-IF(S847=0,0,LEN(S847)+IF(ISERROR(VALUE(LEFT(S847,1))),0,1))))))","v":2},{"$f":"IF(S847=\"\",0,IF(ISERROR(VALUE(LEFT(S847,1))),MATCH(LEFT(S847,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(S847,LEN(S847)-IF(T847=0,0,LEN(T847)+IF(ISERROR(VALUE(LEFT(T847,1))),0,1))))))","v":2},{"$f":"IF(T847=\"\",0,IF(ISERROR(VALUE(LEFT(T847,1))),MATCH(LEFT(T847,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(T847,LEN(T847)-IF(U847=0,0,LEN(U847)+IF(ISERROR(VALUE(LEFT(U847,1))),0,1))))))","v":0},{"$f":"IF(U847=\"\",0,IF(ISERROR(VALUE(LEFT(U847,1))),MATCH(LEFT(U847,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(U847,LEN(U847)-IF(V847=0,0,LEN(V847)+IF(ISERROR(VALUE(LEFT(V847,1))),0,1))))))","v":0},{"$f":"IF(ISERROR(VALUE(LEFT(O847,1))),IF(O847=\"N/A\",0,IF(LEFT(O847,1)=\"C\",1,0)),0)","v":0},{"$f":"IF(ISERROR(FIND(\"-\",O847)),0,VALUE(RIGHT(O847,LEN(O847)-LEN(P847)-1)))","v":0},null,13.11]
["N/A",null,"5.13.2.3","Determination of Anchor Resistance",null,null,null,"P",null,null,0,13.115,null,null,"5.13.2.3","5.13.2.3","13.2.3",{"$f":"IF(Q848=\"\",\"\",RIGHT(Q848,LEN(Q848)+IF(ISERROR(VALUE(LEFT(Q848,1))),-MIN(2,LEN(Q848)),-MIN(IF(ISERROR(FIND(\".\",Q848)),LEN(Q848)+1,FIND(\".\",Q848)+1),IF(ISERROR(FIND(\"-\",Q848)),LEN(Q848)+1,FIND(\"-\",Q848)+1),IF(ISERROR(FIND(\"a\",Q848)),LEN(Q848)+1,FIND(\"a\",Q848)),IF(ISERROR(FIND(\"b\",Q848)),LEN(Q848)+1,FIND(\"b\",Q848)),IF(ISERROR(FIND(\"c\",Q848)),LEN(Q848)+1,FIND(\"c\",Q848)),IF(ISERROR(FIND(\"d\",Q848)),LEN(Q848)+1,FIND(\"d\",Q848)),IF(ISERROR(FIND(\"e\",Q848)),LEN(Q848)+1,FIND(\"e\",Q848)),IF(ISERROR(FIND(\"f\",Q848)),LEN(Q848)+1,FIND(\"f\",Q848)),IF(ISERROR(FIND(\"g\",Q848)),LEN(Q848)+1,FIND(\"g\",Q848)))+1)))","v":"2.3"},"3","","","","",{"$f":"IF(ISERROR(VALUE(LEFT(O848,1))),IF(OR(O848=\"N/A\",LEFT(O848,2)=\"C5\"),\"\",\"Appendix\"),\"\")","v":""},{"$f":"IF(X848=\"\",\"\",IF(LEFT(O848,3)=\"App\",LEFT(RIGHT(O848,LEN(O848)-FIND(\" \",O848)),1),MID(O848,IF(AF848=0,1,2),1)))","v":""},{"$f":"IF(Y848=\"\",0,100*MATCH(Y848,{\"A\",\"B\",\"C\",\"D\",\"E\",\"F\",\"G\"},0))","v":0},{"$f":"IF(Q848=\"\",0,IF(ISERROR(VALUE(LEFT(Q848,1))),MATCH(LEFT(Q848,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(Q848,LEN(Q848)-IF(R848=0,0,LEN(R848)+IF(ISERROR(VALUE(LEFT(R848,1))),0,1))))))","v":13},{"$f":"IF(R848=\"\",0,IF(ISERROR(VALUE(LEFT(R848,1))),MATCH(LEFT(R848,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(R848,LEN(R848)-IF(S848=0,0,LEN(S848)+IF(ISERROR(VALUE(LEFT(S848,1))),0,1))))))","v":2},{"$f":"IF(S848=\"\",0,IF(ISERROR(VALUE(LEFT(S848,1))),MATCH(LEFT(S848,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(S848,LEN(S848)-IF(T848=0,0,LEN(T848)+IF(ISERROR(VALUE(LEFT(T848,1))),0,1))))))","v":3},{"$f":"IF(T848=\"\",0,IF(ISERROR(VALUE(LEFT(T848,1))),MATCH(LEFT(T848,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(T848,LEN(T848)-IF(U848=0,0,LEN(U848)+IF(ISERROR(VALUE(LEFT(U848,1))),0,1))))))","v":0},{"$f":"IF(U848=\"\",0,IF(ISERROR(VALUE(LEFT(U848,1))),MATCH(LEFT(U848,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(U848,LEN(U848)-IF(V848=0,0,LEN(V848)+IF(ISERROR(VALUE(LEFT(V848,1))),0,1))))))","v":0},{"$f":"IF(ISERROR(VALUE(LEFT(O848,1))),IF(O848=\"N/A\",0,IF(LEFT(O848,1)=\"C\",1,0)),0)","v":0},{"$f":"IF(ISERROR(FIND(\"-\",O848)),0,VALUE(RIGHT(O848,LEN(O848)-LEN(P848)-1)))","v":0},null,13.115]
["N/A",null,"5.13.3","Seismic Design Requirements",null,null,null,"P",null,null,0,13.15,null,null,"5.13.3","5.13.3","13.3",{"$f":"IF(Q849=\"\",\"\",RIGHT(Q849,LEN(Q849)+IF(ISERROR(VALUE(LEFT(Q849,1))),-MIN(2,LEN(Q849)),-MIN(IF(ISERROR(FIND(\".\",Q849)),LEN(Q849)+1,FIND(\".\",Q849)+1),IF(ISERROR(FIND(\"-\",Q849)),LEN(Q849)+1,FIND(\"-\",Q849)+1),IF(ISERROR(FIND(\"a\",Q849)),LEN(Q849)+1,FIND(\"a\",Q849)),IF(ISERROR(FIND(\"b\",Q849)),LEN(Q849)+1,FIND(\"b\",Q849)),IF(ISERROR(FIND(\"c\",Q849)),LEN(Q849)+1,FIND(\"c\",Q849)),IF(ISERROR(FIND(\"d\",Q849)),LEN(Q849)+1,FIND(\"d\",Q849)),IF(ISERROR(FIND(\"e\",Q849)),LEN(Q849)+1,FIND(\"e\",Q849)),IF(ISERROR(FIND(\"f\",Q849)),LEN(Q849)+1,FIND(\"f\",Q849)),IF(ISERROR(FIND(\"g\",Q849)),LEN(Q849)+1,FIND(\"g\",Q849)))+1)))","v":"3"},"","","","","",{"$f":"IF(ISERROR(VALUE(LEFT(O849,1))),IF(OR(O849=\"N/A\",LEFT(O849,2)=\"C5\"),\"\",\"Appendix\"),\"\")","v":""},{"$f":"IF(X849=\"\",\"\",IF(LEFT(O849,3)=\"App\",LEFT(RIGHT(O849,LEN(O849)-FIND(\" \",O849)),1),MID(O849,IF(AF849=0,1,2),1)))","v":""},{"$f":"IF(Y849=\"\",0,100*MATCH(Y849,{\"A\",\"B\",\"C\",\"D\",\"E\",\"F\",\"G\"},0))","v":0},{"$f":"IF(Q849=\"\",0,IF(ISERROR(VALUE(LEFT(Q849,1))),MATCH(LEFT(Q849,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(Q849,LEN(Q849)-IF(R849=0,0,LEN(R849)+IF(ISERROR(VALUE(LEFT(R849,1))),0,1))))))","v":13},{"$f":"IF(R849=\"\",0,IF(ISERROR(VALUE(LEFT(R849,1))),MATCH(LEFT(R849,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(R849,LEN(R849)-IF(S849=0,0,LEN(S849)+IF(ISERROR(VALUE(LEFT(S849,1))),0,1))))))","v":3},{"$f":"IF(S849=\"\",0,IF(ISERROR(VALUE(LEFT(S849,1))),MATCH(LEFT(S849,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(S849,LEN(S849)-IF(T849=0,0,LEN(T849)+IF(ISERROR(VALUE(LEFT(T849,1))),0,1))))))","v":0},{"$f":"IF(T849=\"\",0,IF(ISERROR(VALUE(LEFT(T849,1))),MATCH(LEFT(T849,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(T849,LEN(T849)-IF(U849=0,0,LEN(U849)+IF(ISERROR(VALUE(LEFT(U849,1))),0,1))))))","v":0},{"$f":"IF(U849=\"\",0,IF(ISERROR(VALUE(LEFT(U849,1))),MATCH(LEFT(U849,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(U849,LEN(U849)-IF(V849=0,0,LEN(V849)+IF(ISERROR(VALUE(LEFT(V849,1))),0,1))))))","v":0},{"$f":"IF(ISERROR(VALUE(LEFT(O849,1))),IF(O849=\"N/A\",0,IF(LEFT(O849,1)=\"C\",1,0)),0)","v":0},{"$f":"IF(ISERROR(FIND(\"-\",O849)),0,VALUE(RIGHT(O849,LEN(O849)-LEN(P849)-1)))","v":0},null,13.15]
["N/A",null,"5.13.4","Installation",null,null,null,"P",null,null,0,13.2,null,null,"5.13.4","5.13.4","13.4",{"$f":"IF(Q850=\"\",\"\",RIGHT(Q850,LEN(Q850)+IF(ISERROR(VALUE(LEFT(Q850,1))),-MIN(2,LEN(Q850)),-MIN(IF(ISERROR(FIND(\".\",Q850)),LEN(Q850)+1,FIND(\".\",Q850)+1),IF(ISERROR(FIND(\"-\",Q850)),LEN(Q850)+1,FIND(\"-\",Q850)+1),IF(ISERROR(FIND(\"a\",Q850)),LEN(Q850)+1,FIND(\"a\",Q850)),IF(ISERROR(FIND(\"b\",Q850)),LEN(Q850)+1,FIND(\"b\",Q850)),IF(ISERROR(FIND(\"c\",Q850)),LEN(Q850)+1,FIND(\"c\",Q850)),IF(ISERROR(FIND(\"d\",Q850)),LEN(Q850)+1,FIND(\"d\",Q850)),IF(ISERROR(FIND(\"e\",Q850)),LEN(Q850)+1,FIND(\"e\",Q850)),IF(ISERROR(FIND(\"f\",Q850)),LEN(Q850)+1,FIND(\"f\",Q850)),IF(ISERROR(FIND(\"g\",Q850)),LEN(Q850)+1,FIND(\"g\",Q850)))+1)))","v":"4"},"","","","","",{"$f":"IF(ISERROR(VALUE(LEFT(O850,1))),IF(OR(O850=\"N/A\",LEFT(O850,2)=\"C5\"),\"\",\"Appendix\"),\"\")","v":""},{"$f":"IF(X850=\"\",\"\",IF(LEFT(O850,3)=\"App\",LEFT(RIGHT(O850,LEN(O850)-FIND(\" \",O850)),1),MID(O850,IF(AF850=0,1,2),1)))","v":""},{"$f":"IF(Y850=\"\",0,100*MATCH(Y850,{\"A\",\"B\",\"C\",\"D\",\"E\",\"F\",\"G\"},0))","v":0},{"$f":"IF(Q850=\"\",0,IF(ISERROR(VALUE(LEFT(Q850,1))),MATCH(LEFT(Q850,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(Q850,LEN(Q850)-IF(R850=0,0,LEN(R850)+IF(ISERROR(VALUE(LEFT(R850,1))),0,1))))))","v":13},{"$f":"IF(R850=\"\",0,IF(ISERROR(VALUE(LEFT(R850,1))),MATCH(LEFT(R850,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(R850,LEN(R850)-IF(S850=0,0,LEN(S850)+IF(ISERROR(VALUE(LEFT(S850,1))),0,1))))))","v":4},{"$f":"IF(S850=\"\",0,IF(ISERROR(VALUE(LEFT(S850,1))),MATCH(LEFT(S850,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(S850,LEN(S850)-IF(T850=0,0,LEN(T850)+IF(ISERROR(VALUE(LEFT(T850,1))),0,1))))))","v":0},{"$f":"IF(T850=\"\",0,IF(ISERROR(VALUE(LEFT(T850,1))),MATCH(LEFT(T850,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(T850,LEN(T850)-IF(U850=0,0,LEN(U850)+IF(ISERROR(VALUE(LEFT(U850,1))),0,1))))))","v":0},{"$f":"IF(U850=\"\",0,IF(ISERROR(VALUE(LEFT(U850,1))),MATCH(LEFT(U850,1),{\"a\",\"b\",\"c\",\"d\",\"e\",\"f\",\"g\",\"h\",\"i\"}),VALUE(LEFT(U850,LEN(U850)-IF(V850=0,0,LEN(V850)+IF(ISERROR(VALUE(LEFT(V850,1))),0,1))))))","v":0},{"$f":"IF(ISERROR(VALUE(LEFT(O850,1))),IF(O850=\"N/A\",0,IF(LEFT(O850,1)=\"C\",1,0)),0)","v":0},{"$f":"IF(ISERROR(FIND(\"-\",O850)),0,VALUE(RIGHT(O850,LEN(O850)-LEN(P850)-1)))","v":0},null,13.2]

{"sheet":"Final-Backward","index":1,"n_rows":852,"n_cols":9,"rows_kept":852,"cut":false,"hidden":false,"merged":[[3,0,3,1],[3,2,3,3],[3,4,3,8],[4,0,4,1],[4,2,4,3]]}
["Appendix E-5"]
["Crosswalk Between the 7th and 8th Editions"]
[]
["7th Ed. With 2016 Interim Revisions",null,"8th Ed.",null,"Modifications to the 8th Ed."]
["Article or Equation",null,"Article or Equation",null,"Unchanged","Editorial","Updated","New","Removed"]
[5.0999999999999996,"Scope",5.0999999999999996,"Scope",null,null,"P"]
[5.2,"Definitions",5.2,"Definitions",null,null,"P"]
[5.3,"Notation",5.3,"Notation",null,null,"P"]
[]
[5.4,"Material Properties",5.4,"Material Properties","P"]
["5.4.1","General","5.4.1","General","P"]
["5.4.2","Normal Weight and Structural Lightweight Concrete","5.4.2","Normal Weight and Lightweight Concrete","P"]
["5.4.2.1","Compressive Strength","5.4.2.1","Compressive Strength",null,null,"P"]
["5.4.2.2","Coefficient of Thermal Expansion","5.4.2.2","Coefficient of Thermal Expansion","P"]
["5.4.2.3","Shrinkage and Creep","5.4.2.3","Creep and Shrinkage",null,"P"]
["5.4.2.3.1","General","5.4.2.3.1","General",null,"P"]
["5.4.2.3.2","Creep","5.4.2.3.2","Creep","P"]
["5.4.2.3.2-1",null,"5.4.2.3.2-1",null,"P"]
["5.4.2.3.2-2","ks = 1.45 – 0.13(V/S) ≥ 1.0","5.4.2.3.2-2","ks = 1.45 – 0.13(V/S) ≥ 1.0","P"]
["5.4.2.3.2-3","khc = 1.56 – 0.008H","5.4.2.3.2-3","khc = 1.56 – 0.008H","P"]
["5.4.2.3.2-4",null,"5.4.2.3.2-4",null,"P"]
["5.4.2.3.2-5",null,"5.4.2.3.2-5",null,"P"]
["C5.4.2.3.2-1",null,"C5.4.2.3.2-1",null,"P"]
["C5.4.2.3.2-2",null,"C5.4.2.3.2-2",null,"P"]
["5.4.2.3.3","Shrinkage","5.4.2.3.3","Shrinkage","P"]
["5.4.2.3.3-1",null,"5.4.2.3.3-1",null,"P"]
["5.4.2.3.3-2","khs = (2.00 – 0.014 H)","5.4.2.3.3-2","khs = (2.00 – 0.014 H)","P"]
["5.4.2.4","Modulus of Elasticity","5.4.2.4","Modulus of Elasticity",null,"P"]
["5.4.2.4-1",null,"5.4.2.4-1",null,"P"]
["C5.4.2.4-1",null,"C5.4.2.4-1",null,"P"]
["C5.4.2.4-2",null,"C5.4.2.4-2",null,"P"]
["C5.4.2.4-3",null,"C5.4.2.4-3",null,"P"]
["5.4.2.5","Poisson’s Ratio","5.4.2.5","Poisson’s Ratio",null,"P"]
["5.4.2.6","Modulus of Rupture","5.4.2.6","Modulus of Rupture",null,"P"]
["5.4.2.7","Tensile Strength","5.4.2.7","Tensile Strength","P"]
["5.4.2.8","Concrete Density Modification Factors","5.4.2.8","Concrete Density Modification Factors",null,"P"]
["5.8.2.2","Modifications for Lightweight Concrete","5.4.2.8","Concrete Density Modification Factor",null,null,null,null,"P"]
["5.4.2.8-1","λ = 4.7 fct / √f’c ≤ 1.0 ","5.4.2.8-1",null,"P"]
["C5.4.2.8-1","0.75 ≤ λ = 7.5 wc ≤ 1.0 ","5.4.2.8-2",null,"P"]
["5.4.3","Reinforcing Steel","5.4.3","Reinforcing Steel","P"]
["5.4.3.1","General","5.4.3.1","General",null,"P"]
["5.4.3.2","Modulus of Elasticity","5.4.3.2","Modulus of Elasticity","P"]
["5.4.3.3","Special Applications","5.4.3.3","Special Applications",null,"P"]
["5.4.4","Prestressing Steel","5.4.4","Prestressing Steel","P"]
["5.4.4.1","General","5.4.4.1","General",null,"P"]
["5.4.4.2","Modulus of Elasticity","5.4.4.2","Modulus of Elasticity","P"]
["5.4.5","Post-Tensioning Anchorages and Couplers","5.4.5","Post-Tensioning Anchorages and Couplers","P"]
["5.4.6","Ducts","5.4.6","Post-Tensioning Ducts",null,"P"]
["5.4.6.1","General","5.4.6.1","General",null,null,"P"]
["5.4.6.2","Size of Ducts","5.4.6.2","Size of Ducts",null,null,"P"]
["5.4.6.3","Ducts at Deviation Saddles","5.4.6.3","Ducts at Deviation Saddles","P"]
[]
[5.5,"Limit States",5.5,"Limit States and Design Methodologies",null,"P"]
["5.5.1","General","5.5.1","General","P"]
["5.5.1.1","Limit-State Applicability","5.5.1.1","Limit-State Applicability",null,"P"]
["5.6.1","General","5.5.1.1","Limit-State Applicability",null,null,"P"]
["5.6.2","Effects of Imposed Deformations","5.5.1.1","Limit-State Applicability",null,"P"]
["5.5.1.2","Design Methodologies","5.5.1.2","Design Methodologies","P"]
["5.5.1.2.1","General","5.5.1.2.1","General",null,null,"P"]
["5.5.1.2.2","B-Regions","5.5.1.2.2","B-Regions",null,"P"]
["5.5.1.2.3","D-Regions","5.5.1.2.3","D-Regions",null,"P"]
["5.5.2","Service Limit State","5.5.2","Service Limit State",null,"P"]
["5.5.3","Fatigue Limit State","5.5.3","Fatigue Limit State","P"]
["5.5.3.1","General","5.5.3.1","General",null,"P"]
["5.5.3.1-1",null,"5.5.3.1-1",null,"P"]
["5.5.3.2","Reinforcing Bars","5.5.3.2","Reinforcing Bars and Welded Wire Fabric",null,"P"]
["5.5.3.2-1",null,"5.5.3.2-1",null,"P"]
["5.5.3.2-2",null,"5.5.3.2-2",null,"P"]
["5.5.3.3","Prestressing Tendons","5.5.3.3","Prestressing steel",null,"P"]
["5.5.3.4","Welded or Mechanical Splices of Reinforcement","5.5.3.4","Welded or Mechanical Splices of Reinforcement",null,"P"]
["5.5.4","Strength Limit State","5.5.4","Strength Limit State","P"]
["5.5.4.1","General","5.5.4.1","General","P"]
["5.5.4.2","Resistance Factors","5.5.4.2","Resistance Factors",null,null,"P"]
["5.5.4.2.1","Conventional Construction","5.5.4.2","Resistance Factors",null,null,"P"]
["5.5.4.2.2","Segmental Construction","5.5.4.2","Resistance Factors",null,null,"P"]
["5.5.4.2.1-1",null,"5.5.4.2-1",null,"P"]
["5.5.4.2.1-2",null,"5.5.4.2-2",null,"P"]
["5.5.4.3","Stability","5.5.4.3","Stability","P"]
["5.5.5","Extreme Event Limit State","5.5.5","Extreme Event Limit State","P"]
["5.5.5","Extreme Event Limit State","5.5.5.1","General",null,"P"]
["5.5.4.2.3","Special Requirements for Seismic Zones 2, 3, and 4","5.5.5.2","Special Requirements for Seismic Zones 2, 3, and 4",null,"P"]
[]
[5.7,"Design for Flexural and Axial Force Effects",5.6,"Design for Flexural and Axial Force Effects – B Regions",null,"P"]
["5.7.1","Assumptions for Service and Fatigue Limit States","5.6.1","Assumptions for Service and Fatigue Limit States",null,"P"]
["5.7.2","Assumptions for Strength and Extreme Event Limit States","5.6.2","Assumptions for Strength and Extreme Event Limit States","P"]
["5.7.2.1","General","5.6.2.1","General",null,null,"P"]
["5.7.2.1-1",null,"5.6.2.1-1",null,"P"]
["5.7.2.2","Rectangular Stress Distribution","5.6.2.2","Rectangular Stress Distribution",null,"P"]
["5.7.3","Flexural Members","5.6.3","Flexural Members",null,null,"P"]
["5.7.3.1","Stress in Prestressing Steel at Nominal Flexural Resistance","5.6.3.1","Stress in Prestressing Steel at Nominal Flexural Resistance","P"]
["5.7.3.1.1","Components with Bonded Tendons","5.6.3.1.1","Components with Bonded Tendons","P"]
["5.7.3.1.1-1",null,"5.6.3.1.1-1",null,"P"]
["5.7.3.1.1-2",null,"5.6.3.1.1-2",null,"P"]
["5.7.3.1.1-3",null,"5.6.3.1.1-3",null,"P"]
["5.7.3.1.1-4",null,"5.6.3.1.1-4",null,"P"]
["5.7.3.1.2","Components with Unbonded Tendons","5.6.3.1.2","Components with Unbonded Tendons","P"]
["5.7.3.1.2-1",null,"5.6.3.1.2-1",null,"P"]
["5.7.3.1.2-2",null,"5.6.3.1.2-2",null,"P"]
["5.7.3.1.2-3",null,"5.6.3.1.2-3",null,"P"]
["5.7.3.1.2-4",null,"5.6.3.1.2-4",null,"P"]
["C5.7.3.1.2-1",null,"C5.6.3.1.2-1",null,"P"]
["5.7.3.1.3","Components with Both Bonded and Unbonded Tendons","5.6.3.1.3","Components with Both Bonded and Unbonded Tendons","P"]
["5.7.3.1.3a","Detailed Analysis","5.6.3.1.3a","Detailed Analysis","P"]
["5.7.3.1.3b","Simplified Analysis","5.6.3.1.3b","Simplified Analysis","P"]
["5.7.3.2","Flexural Resistance","5.6.3.2","Flexural Resistance","P"]
["5.7.3.2.1","Factored Flexural Resistance","5.6.3.2.1","Factored Flexural Resistance","P"]
["5.7.3.2.1-1",null,"5.6.3.2.1-1",null,"P"]
["5.7.3.2.2","Flanged Sections","5.6.3.2.2","Flanged Sections","P"]
["5.7.3.2.2-1",null,"5.6.3.2.2-1",null,"P"]
["5.7.3.2.3","Rectangular Sections","5.6.3.2.3","Rectangular Sections","P"]
["5.7.3.2.4","Other Cross-Sections","5.6.3.2.4","Other Cross-Sections","P"]
["5.7.3.2.5","Strain Compatibility Approach","5.6.3.2.5","Strain Compatibility Approach",null,"P"]
["5.7.3.2.6","Composite Girder Section","5.6.3.2.6","Composite Girder Section","P"]
["5.7.3.3.2","Minimum Reinforcement","5.6.3.3","Minimum Reinforcement",null,null,"P"]
["5.7.3.3.2-1",null,"5.6.3.3-1",null,"P"]
["5.7.3.5","Moment Redistribution","5.6.3.4","Moment Redistribution","P"]
["5.7.3.6","Deformations","5.6.3.5","Deformations","P"]
["5.7.3.6.1","General","5.6.3.5.1","General","P"]
["5.7.3.6.2","Deflection and Camber","5.6.3.5.2","Deflection and Camber",null,"P"]
["5.7.3.6.2-1",null,"5.6.3.5.2-1",null,"P"]
["5.7.3.6.2-2",null,"5.6.3.5.2-2",null,"P"]
["5.7.3.6.3","Axial Deformation","5.6.3.5.3","Axial Deformation","P"]
["5.7.4","Compression Members","5.6.4","Compression Members","P"]
["5.7.4.1","General","5.6.4.1","General","P"]
["5.7.4.2","Limits for Reinforcement","5.6.4.2","Limits for Reinforcement",null,"P"]
["5.7.4.2-1",null,"5.6.4.2-1",null,"P"]
["5.7.4.2-2",null,"5.6.4.2-2",null,"P"]
["5.7.4.2-3",null,"5.6.4.2-3",null,"P"]
["N/A","but not greater than 0.015","5.6.4.2-4",null,null,"P"]
["5.7.4.3","Approximate Evaluation of Slenderness Effects","5.6.4.3","Approximate Evaluation of Slenderness Effects",null,null,"P"]
["5.7.4.3-1",null,"5.6.4.3-1",null,"P"]
["5.7.4.3-2",null,"5.6.4.3-2",null,"P"]
["5.7.4.4","Factored Axial Resistance","5.6.4.4","Factored Axial Resistance",null,null,"P"]
["5.7.4.4-1",null,"5.6.4.4-1",null,"P"]
["5.7.4.4-2",null,"5.6.4.4-2",null,"P"]
["5.7.4.4-3",null,"5.6.4.4-3",null,"P"]
["5.7.4.5","Biaxial Flexure","5.6.4.5","Biaxial Flexure","P"]
["5.7.4.5-1",null,"5.6.4.5-1",null,"P"]
["5.7.4.5-2",null,"5.6.4.5-2",null,"P"]
["5.7.4.5-3",null,"5.6.4.5-3",null,"P"]
["5.7.4.6","Spirals and Ties","5.6.4.6","Spirals, Hoops and Ties",null,"P"]
["5.7.4.6-1",null,"5.6.4.6-1",null,null,null,"P"]
["5.7.4.7","Hollow Rectangular Compression Members","5.6.4.7","Hollow Rectangular Compression Members","P"]
["5.7.4.7.1","Wall Slenderness Ratio","5.6.4.7.1","Wall Slenderness Ratio","P"]
["5.7.4.7.1-1",null,"5.6.4.7.1-1",null,"P"]
["5.7.4.7.2","Limitations on the Use of the Rectangular Stress Block Method","5.6.4.7.2","Limitations on the Use of the Rectangular Stress Block Method","P"]
["5.7.4.7.2a","General","5.6.4.7.2a","General","P"]
["5.7.4.7.2b","Refined Method for Adjusting Maximum Usable Strain Limit","5.6.4.7.2b","Refined Method for Adjusting Maximum Usable Strain Limit","P"]
["5.7.4.7.2c","Approximate Method for Adjusting Factored Resistance","5.6.4.7.2c","Approximate Method for Adjusting Factored Resistance","P"]
["5.7.4.7.2c-1",null,"5.6.4.7.2c-1",null,"P"]
["5.7.4.7.2c-2",null,"5.6.4.7.2c-2",null,"P"]
["5.7.4.7.2c-3",null,"5.6.4.7.2c-3",null,"P"]
["5.7.5","Bearing","5.6.5","Bearing",null,null,"P"]
["5.7.5-1",null,"5.6.5-1",null,"P"]
["5.7.5-2",null,"5.6.5-2",null,"P"]
["5.7.5-3",null,"5.6.5-3",null,"P"]
["5.7.5-4",null,"5.6.5-4",null,"P"]
["5.7.6","Tension Members","5.6.6","Tension Members","P"]
["5.7.6.1","Factored Tension Resistance","5.6.6.1","Resistance to Tension",null,"P"]
["5.7.6.1-1",null,"5.6.6.1-1",null,"P"]
["5.7.6.2","Resistance to Combinations of Tension and Flexure","5.6.6.2","Resistance to Combined Tension and Flexure",null,"P"]
["5.7.3.4","Control Cracking by Distribution of Reinforcement","5.6.7","Control Cracking by Distribution of Reinforcement",null,null,"P"]
["5.7.3.4-1",null,"5.6.7-1",null,"P"]
["N/A",null,"5.6.7-2",null,"P"]
["5.7.3.4-2",null,"5.6.7-3",null," "]
[]
[5.8,"Shear and Torsion",5.7,"Design for Shear and Torsion – B Regions",null,"P"]
["5.8.1","Design Procedures","5.7.1","Design Procedures","P"]
["5.8.1.1","Flexural Regions","5.7.1.1","Flexural Regions",null,"P"]
["5.8.1.2","Regions Near Discontinuities","5.7.1.2","Regions Near Discontinuities",null,"P"]
["5.8.1.3","Interface Regions","5.7.1.3","Interface Regions","P"]
["5.8.1.4","Slabs and Footings","5.7.1.4","Slabs and Footings","P"]
["5.8.1.5","Webs of Curved Post-Tensioned Box Girder Bridges","5.7.1.5","Webs of Curved Post-Tensioned Box Girder Bridges",null,null,"P"]
["5.8.2","General Requirements","5.7.2","General Requirements","P"]
["5.8.2.1","General","5.7.2.1","General",null,null,"P"]
["5.8.6.3","Regions Requiring Consideration of Torsional Effects","5.7.2.1","General",null,null,"P"]
["5.8.2.1-2",null,"5.7.2.1-1",null,"P"]
["5.8.2.1-1",null,"5.7.2.1-2",null,"P"]
["5.8.2.1-3",null,"5.7.2.1-3",null,"P"]
["5.8.2.1-4",null,"5.7.2.1-4",null,null,"P"]
["5.8.6.3-2",null,"5.7.2.1-5",null,null,null,"P"]
["5.8.6.3-3",null,"5.7.2.1-6",null,null,null,"P"]
["5.8.2.3","Transfer and Development Lengths","5.7.2.2","Transfer and Development Lengths",null,null,"P"]
["5.8.2.4","Regions Requiring Transverse Reinforcement","5.7.2.3","Regions Requiring Transverse Reinforcement",null,null,"P"]
["5.8.2.4-1",null,"5.7.2.3-1",null,"P"]
["5.8.2.6","Types of Transverse Reinforcement","5.7.2.4","Types of Transverse Reinforcement",null,null,"P"]
["5.8.2.5","Minimum Transverse Reinforcement","5.7.2.5","Minimum Transverse Reinforcement",null,null,"P"]
["5.8.2.5-1",null,"5.7.2.5-1",null,"P"]
["5.8.2.7","Maximum Spacing of Transverse Reinforcement","5.7.2.6","Maximum Spacing of Transverse Reinforcement",null,"P"]
["5.8.2.7-1",null,"5.7.2.6-1",null,"P"]
["5.8.6.6-1","smax = 0.8dv ≤ 36.0 in.","5.7.2.6-1",null,null,null,"P"]
["5.8.2.7-2",null,"5.7.2.6-2",null,"P"]
["5.8.6.6-2","smax = 0.4dv ≤ 18.0 in.","5.7.2.6-2",null,null,null,"P"]
["5.8.2.8","Design and Detailing Requirements","5.7.2.7","Design and Detailing Requirements",null,null,"P"]
["5.8.2.9","Shear Stress on Concrete","5.7.2.8","Shear Stress on Concrete",null,null,"P"]
["5.8.2.9-1",null,"5.7.2.8-1",null,"P"]
["5.8.2.9-2",null,"5.7.2.8-2",null,"P"]
["C5.8.2.9-1",null,"C5.7.2.8-1",null,"P"]
["C5.8.2.9-2",null,"C5.7.2.8-2",null,"P"]
["5.8.3","Sectional Design Model","5.7.3","Sectional Design Model","P"]
["5.8.3.1","General","5.7.3.1","General",null,null,"P"]
["5.8.3.2","Sections Near Supports","5.7.3.2","Sections Near Supports",null,null,"P"]
["5.8.3.3","Nominal Shear Resistance","5.7.3.3","Nominal Shear Resistance",null,null,"P"]
["5.8.3.3-1",null,"5.7.3.3-1",null,"P"]
["5.8.3.3-2",null,"5.7.3.3-2",null,"P"]
["5.8.3.3-3",null,"5.7.3.3-3",null,"P"]
["5.8.3.3-4",null,"5.7.3.3-4",null,"P"]
["5.8.3.3-5",null,"5.7.3.3-5",null,"P"]
["C5.8.3.3-1",null,"C5.7.3.3-1",null,"P"]
["5.8.3.4","Procedures for Determining Shear Resistance","5.7.3.4","Procedures for Determining Shear Resistance Parameters β and θ",null,null,"P"]
["5.8.3.4.1","Simplified Procedure for Nonprestressed Sections","5.7.3.4.1","Simplified Procedure for Nonprestressed Sections","P"]
["5.8.3.4.2","General Procedure","5.7.3.4.2","General Procedure",null,null,"P"]
["5.8.3.4.2-1",null,"5.7.3.4.2-1",null,"P"]
["5.8.3.4.2-2",null,"5.7.3.4.2-2",null,"P"]
["5.8.3.4.2-3",null,"5.7.3.4.2-3",null,"P"]
["5.8.3.4.2-4",null,"5.7.3.4.2-4",null,"P"]
["5.8.2.1-6",null,"5.7.3.4.2-5",null,"P"]
["5.8.2.1-7",null,"5.7.3.4.2-6",null,"P"]
["5.8.3.4.2-5",null,"5.7.3.4.2-7",null,"P"]
["5.8.3.5","Longitudinal Reinforcement","5.7.3.5","Longitudinal Reinforcement","P"]
["5.8.3.5-1",null,"5.7.3.5-1",null,"P"]
["5.8.3.5-2",null,"5.7.3.5-2",null,"P"]
["5.8.3.6","Sections Subjected to Combined Shear and Torsion","5.7.3.6","Sections Subjected to Combined Shear and Torsion","P"]
["5.8.3.6.1","Transverse Reinforcement","5.7.3.6.1","Transverse Reinforcement","P"]
["5.8.3.6.2","Torsional Resistance","5.7.3.6.2","Torsional Resistance",null,"P"]
["5.8.3.6.2-1",null,"5.7.3.6.2-1",null,"P"]
["5.8.3.6.3","Longitudinal Reinforcement","5.7.3.6.3","Longitudinal Reinforcement",null,"P"]
["5.8.3.6.3-1",null,"5.7.3.6.3-1",null,"P"]
["5.8.3.6.3-2",null,"5.7.3.6.3-2",null,"P"]
["5.8.4","Interface Shear Transfer—Shear Friction","5.7.4","Interface Shear Transfer—Shear Friction","P"]
["5.8.4.1","General","5.7.4.1","General",null,"P"]
["5.8.4.4","Minimum Area of Interface Shear Reinforcement","5.7.4.2","Minimum Area of Interface Shear Reinforcement",null,"P"]
["5.8.4.4-1",null,"5.7.4.2-1",null,"P"]
["5.8.4.1","General","5.7.4.3","Interface Shear Resistance",null,"P"]
["5.8.4.1-1","Vri = fVni","5.7.4.3-1","Vri = fVni","P"]
["5.8.4.1-2","Vri ³ Vui","5.7.4.3-2","Vri ³ Vui","P"]
["5.8.4.1-3","Vni =  cAcv + m (Avf fy + Pc)","5.7.4.3-3","Vni =  cAcv + m (Avf fy + Pc)","P"]
["5.8.4.1-4","Vni £ K1 f ′c Acv, ","5.7.4.3-4","Vni £ K1 f ′c Acv, ","P"]
["5.8.4.1-5","Vni £ K2 Acv","5.7.4.3-5","Vni £ K2 Acv","P"]
["5.8.4.1-6","Acv = bvi Lvi","5.7.4.3-6","Acv = bvi Lvi","P"]
["5.8.4.3","Cohesion and Friction Factors","5.7.4.4","Cohesion and Friction Factors",null,"P"]
["5.8.4.2","Computation of the Factored Interface Shear Force, Vui, for Girder/Slab Bridges","5.7.4.5","Computation of the Factored Interface Shear Force for Girder/Slab Bridges",null,"P"]
["5.8.4.2-1",null,"5.7.4.5-1",null,"P"]
["5.8.4.2-2",null,"5.7.4.5-2",null,"P"]
["5.8.4.2-3",null,"5.7.4.5-3",null,"P"]
["C5.8.4.2-1","Mu2 = M1 + V1 Dℓ","C5.7.4.5-1","Mu2 = M1 + V1 Dℓ","P"]
["C5.8.4.2-2",null,"C5.7.4.5-2",null,"P"]
["C5.8.4.2-3",null,"C5.7.4.5-3",null,"P"]
["C5.8.4.2-4",null,"C5.7.4.5-4",null,"P"]
["C5.8.4.2-5","Vh = Cu2 – C1","C5.7.4.5-5","Vh = Cu2 – C1","P"]
["C5.8.4.2-6",null,"C5.7.4.5-6",null,"P"]
["C5.8.4.2-7",null,"C5.7.4.5-7",null,"P"]
["5.8.4.1","General","5.7.4.6","Interface Shear in Box Girder Bridges",null,null,null,"P"]
[]
[5.6,"Design Considerations",5.8,"Design of D-Regions",null,null,null,"P"]
["N/A",null,"5.8.1","General",null,null,null,"P"]
["5.6.3","Strut-and-Tie Method","5.8.2","Strut-and-Tie Method (STM)",null,"P"]
["5.6.3.1","General","5.8.2.1","General",null,"P"]
["5.6.3.2","Structural Modeling","5.8.2.2","Structural Modeling",null,"P"]
["C5.6.3.2-1",null,"C5.8.2.2-1",null,"P"]
["5.6.3.3","Factored Resistance","5.8.2.3","Factored Resistance","P"]
["5.6.3.3-1",null,"5.8.2.3-1",null,"P"]
["5.6.3.4","Proportioning of Ties","5.8.2.4","Proportioning of Ties","P"]
["5.6.3.4.1","Strength of Tie","5.8.2.4.1","Strength of Tie",null,"P"]
["5.6.3.4.1-1",null,"5.8.2.4.1-1",null,null,"P"]
["5.6.3.4.2","Anchorage of Tie","5.8.2.4.2","Anchorage of Tie",null,"P"]
["5.6.3.5","Proportioning of Node Regions","5.8.2.5","Proportioning of Node Regions","P"]
["5.6.3.5.1","Strength of the Node Face","5.8.2.5","Proportioning of Node Regions",null,"P"]
["5.6.3.5.1-1","Pn = fcuAcn","5.8.2.5-1","Pn = fcuAcn","P"]
["5.6.3.5.2","Effective Cross-Sectional Area of Node Face","5.8.2.5.2","Effective Cross-Sectional Area of Node Face",null,"P"]
["5.6.3.5.3","Limiting Compressive Stress at the Node Face","5.8.2.5.3","Limiting Compressive Stress at the Node Face","P"]
["5.6.3.5.3a","General","5.8.2.5.3a","General",null,"P"]
["5.6.3.5.3a-1","fcu = mνf ′c","5.8.2.5.3a-1","fcu = mνf ′c","P"]
["5.6.3.5.3b","Back Face of a CCT Node","5.8.2.5.3b","Back Face of a CCT Node",null,"P"]
["5.6.3.6","Crack Control Reinforcement","5.8.2.6","Crack Control Reinforcement",null,"P"]
["5.6.3.6-1",null,"5.8.2.6-1",null,"P"]
["5.6.3.6-2",null,"5.8.2.6-2",null,"P"]
["5.10.9.4","Application of the Strut-and-Tie Model to the Design of the General Zone","5.8.2.7","Application to the Design of the General Zones of Post-Tensioning Anchorages",null,"P"]
["5.10.9.4.1","General","5.8.2.7.1","General","P"]
["5.10.9.4.2","Nodes","5.8.2.7.2","Nodes","P"]
["5.10.9.4.3","Struts","5.8.2.7.3","Struts",null,"P"]
["5.10.9.4.4","Ties","5.8.2.7.4","Ties","P"]
["5.13.2.2","Diaphragms","5.8.2.8","Application to design of Pier Diaphragms",null,null,null,"P"]
["5.13.2.4.2","Alternative to Strut-and-Tie Model","5.8.2.9","Application to the Design of Brackets and Corbels",null,null,"P"]
["5.10.9.5","Elastic Stress Analysis","5.8.3","Elastic Stress Analysis",null,"P"]
["5.10.9.5","Elastic Stress Analysis","5.8.3.1","General",null,"P"]
["5.10.9.5","Elastic Stress Analysis","5.8.3.2","General Zones of Post-Tensioning Anchorages",null,"P"]
["5.10.9.6","Approximate Stress Analyses and Design","5.8.4","Approximate Stress Analysis and Design","P"]
["5.13.2.3","Detailing Requirements for Deep Beams","5.8.4.1","Deep Beams",null,null,"P"]
["5.13.2.4","Brackets and Corbels","5.8.4.2","Brackets and Corbels","P"]
["5.13.2.4.1","General","5.8.4.2.1","General",null,"P"]
["5.13.2.4.1-1",null,"5.8.4.2.1-1",null,"P"]
["5.13.2.4.2","Alternative to Strut-and-Tie Model","5.8.4.2.2","Additional Requirements",null,null,"P"]
["5.13.2.4.2-1",null,"5.8.4.2.2-1",null,null,null,"P"]
["5.13.2.4.2-2",null,"5.8.4.2.2-2",null,null,null,"P"]
["5.13.2.4.2-3",null,"5.8.4.2.2-3",null,null,null,"P"]
["5.13.2.4.2-4",null,"5.8.4.2.2-4",null,null,null,"P"]
["5.13.2.4.2-5",null,"5.8.4.2.2-5",null,"P"]
["5.13.2.4.2-6",null,"5.8.4.2.2-6",null,"P"]
["5.13.2.4.2-7",null,"5.8.4.2.2-7",null,"P"]
["5.13.2.5","Beam Ledges","5.8.4.3","Beam Ledges","P"]
["5.13.2.5.1","General","5.8.4.3.1","General","P"]
["5.13.2.5.2","Design for Shear","5.8.4.3.2","Design for Shear",null,"P"]
["5.13.2.5.3","Design for Flexure and Horizontal Force","5.8.4.3.3","Design for Flexure and Horizontal Force",null,"P"]
["5.13.2.5.4","Design for Punching Shear","5.8.4.3.4","Design for Punching Shear",null,null,"P"]
["N/A",null,"5.8.4.3.4-1",null,null,null,null,"P"]
["N/A",null,"5.8.4.3.4-2",null,null,null,null,"P"]
["5.13.2.5.4-1",null,"5.8.4.3.4-3",null,null,null,"P"]
["5.13.2.5.4-2",null,"5.8.4.3.4-3",null,null,null,"P"]
["5.13.2.5.4-3",null,"5.8.4.3.4-3",null,null,null,"P"]
["N/A",null,"5.8.4.3.4-4",null,null,null,null,"P"]
["N/A",null,"5.8.4.3.4-5",null,null,null,null,"P"]
["N/A",null,"5.8.4.3.4-6",null,null,null,null,"P"]
["N/A",null,"5.8.4.3.4-7",null,null,null,null,"P"]
["5.13.2.5.5","Design of Hanger Reinforcement","5.8.4.3.5","Design of Hanger Reinforcement",null,null,"P"]
["5.13.2.5.5-1",null,"5.8.4.3.5-1",null,null,"P"]
["5.13.2.5.5-2",null,"5.8.4.3.5-2",null,"P"]
["5.13.2.5.5-3",null,"5.8.4.3.5-3",null,"P"]
["5.13.2.5.6","Design for Bearing","5.8.4.3.6","Design for Bearing","P"]
["5.10.9.7","Design of Local Zones","5.8.4.4","Local Zones",null,"P"]
["5.10.9.7.1","Dimensions of Local Zone","5.8.4.4.1","Dimensions of Local Zone",null,"P"]
["5.10.9.7.2","Bearing Resistance","5.8.4.4.2","Bearing Resistance",null,"P"]
["5.10.9.7.2-1",null,"5.8.4.4.2-1",null,"P"]
["5.10.9.7.2-2",null,"5.8.4.4.2-2",null,"P"]
["5.10.9.7.2-3",null,"5.8.4.4.2-3",null,"P"]
["5.10.9.7.2-4",null,"5.8.4.4.2-4",null,"P"]
["5.10.9.7.3","Special Anchorage Devices","5.8.4.4.3","Special Anchorage Devices",null,"P"]
["5.10.9.6","Approximate Stress Analyses and Design","5.8.4.5","General Zones of Post-Tensioning Anchorages",null,"P"]
["5.10.9.6.1","Limitations of Application","5.8.4.5.1","Limitations of Application","P"]
["5.10.9.6.2","Compressive Stresses","5.8.4.5.2","Compressive Stresses",null,null,"P"]
["5.10.9.6.2-1",null,"5.8.4.5.2-1",null,"P"]
["5.10.9.6.2-2",null,"5.8.4.5.2-2",null,"P"]
["5.10.9.6.2-3",null,"5.8.4.5.2-3",null,"P"]
["5.10.9.6.3","Bursting Forces","5.8.4.5.3","Bursting Forces",null,"P"]
["5.10.9.6.3-1",null,"5.8.4.5.3-1",null,"P"]
["5.10.9.6.3-2",null,"5.8.4.5.3-2",null,"P"]
["5.10.9.6.4","Edge Tension Forces","5.8.4.5.4","Edge Tension Forces","P"]
["5.10.9.3.6","Multiple Slab Anchorages","5.8.4.5.5","Multiple Slab Anchorages","P"]
["5.10.9.3.6-1",null,"5.8.4.5.5-1",null,"P"]
["5.10.9.3.6-2",null,"5.8.4.5.5-2",null,"P"]
[]
[5.9,"Prestressed Concrete",5.9,"Prestressing","P"]
["5.9.1","General Design Considerations","5.9.1","General Design Considerations","P"]
["5.9.1.1","General","5.9.1.1","General","P"]
["5.9.1.2","Specified Concrete Strengths","5.9.1.2","Design Concrete Strengths",null,"P"]
["5.9.1.4","Section Properties","5.9.1.3","Section Properties",null,null,"P"]
["5.9.1.5","Crack Control","5.9.1.4","Crack Control",null,"P"]
["5.9.1.3","Buckling","5.9.1.5","Buckling","P"]
["5.9.1.6","Tendons with Angle Points or Curves","5.9.1.6","Tendons with Angle Points or Curves","P"]
["N/A",null,"5.9.2","Stress Limitations",null,null,null,"P"]
["5.9.2","Stresses Due to Imposed Deformation","5.9.2.1","Stresses Due to Imposed Deformation","P"]
["5.9.2-1",null,"5.9.2.1-1",null,"P"]
["5.9.2-2",null,"5.9.2.1-2",null,"P"]
["5.9.3","Stress Limitations for Prestressing Tendons","5.9.2.2","Stress Limitations for Prestressing Steel",null,"P"]
["5.9.4","Stress Limits for Concrete","5.9.2.3","Stress Limits for Concrete","P"]
["5.9.4.1","For Temporary Stresses before Losses","5.9.2.3.1","For Temporary Stresses before Losses","P"]
["5.9.4.1.1","Compression Stresses","5.9.2.3.1a","Compressive Stresses",null,"P"]
["5.9.4.1.2","Tensile Stresses","5.9.2.3.1b","Tensile Stresses",null,null,"P"]
["5.9.4.2","For Stresses at Service Limit State after Losses","5.9.2.3.2","For Stresses at Service Limit State after Losses","P"]
["5.9.4.2.1","Compression Stresses","5.9.2.3.2a","Compressive Stresses",null,"P"]
["5.9.4.2.2","Tension Stresses","5.9.2.3.2b","Tensile Stresses",null,null,"P"]
["5.8.5","Principal Tensile Stresses in Webs of Segmental Concrete Bridges","5.9.2.3.3","Principal Tensile Stresses in Webs",null,null,"P","P"]
["N/A",null,"5.9.2.3.3-1",null,null,null,null,"P"]
["N/A",null,"5.9.2.3.3-2",null,null,null,null,"P"]
["N/A",null,"5.9.2.3.3-3",null,null,null,null,"P"]
["N/A",null,"5.9.2.3.3-4",null,null,null,null,"P"]
["N/A",null,"C5.9.2.3.3-1",null,null,null,null,"P"]
["5.9.5","Loss of Prestress","5.9.3","Prestress Loss",null,"P"]
["5.9.5.1","Total Loss of Prestress","5.9.3.1","Total Prestress Loss",null,"P"]
["5.9.5.1-1",null,"5.9.3.1-1",null,"P"]
["5.9.5.1-2",null,"5.9.3.1-2",null,"P"]
["5.9.5.2","Instantaneous Losses","5.9.3.2","Instantaneous Losses","P"]
["5.9.5.2.1","Anchorage Set","5.9.3.2.1","Anchorage Set","P"]
["5.9.5.2.2","Friction","5.9.3.2.2","Friction","P"]
["5.9.5.2.2a","Pretensioned Construction","5.9.3.2.2a","Pretensioned Members",null,"P"]
["5.9.5.2.2b","Post-Tensioned Construction","5.9.3.2.2b","Post-Tensioned Members",null,"P"]
["5.9.5.2.2b-1",null,"5.9.3.2.2b-1",null,"P"]
["5.9.5.2.2b-2",null,"5.9.3.2.2b-2",null,"P"]
["C5.9.5.2.2b-1",null,"C5.9.3.2.2b-1",null,"P"]
["C5.9.5.2.2b-2",null,"C5.9.3.2.2b-2",null,"P"]
["5.9.5.2.3","Elastic Shortening","5.9.3.2.3","Elastic Shortening","P"]
["5.9.5.2.3a","Pretensioned Members","5.9.3.2.3a","Pretensioned Members","P"]
["5.9.5.2.3a-1",null,"5.9.3.2.3a-1",null,"P"]
["C5.9.5.2.3a-1",null,"C5.9.3.2.3a-1",null,"P"]
["5.9.5.2.3b","Post-Tensioned Members","5.9.3.2.3b","Post-Tensioned Members","P"]
["5.9.5.2.3b-1",null,"5.9.3.2.3b-1",null,"P"]
["C5.9.5.2.3b-1",null,"C5.9.3.2.3b-1",null,"P"]
["C5.9.5.2.3b-2",null,"C5.9.3.2.3b-2",null,"P"]
["5.9.5.2.3c","Combined Pretensioning and Post-Tensioning","5.9.3.2.3c","Combined Pretensioning and Post-Tensioning","P"]
["5.9.5.3","Approximate Estimate of Time Dependent Losses","5.9.3.3","Approximate Estimate of Time Dependent Losses","P"]
["5.9.5.3-1",null,"5.9.3.3-1",null,"P"]
["5.9.5.3-2",null,"5.9.3.3-2",null,"P"]
["5.9.5.3-3",null,"5.9.3.3-3",null,"P"]
["5.9.5.4","Refined Estimates of Time-Dependent Losses","5.9.3.4","Refined Estimates of Time-Dependent Losses","P"]
["5.9.5.4.1","General","5.9.3.4.1","General",null,null,"P"]
["5.9.5.4.1-1","DfpLT  = (DfpSR + DfpCR + DfpR1)id +\n(DfpSD + DfpCD + DfpR2 – DfpSS)df","5.9.3.4.1-1","DfpLT  = (DfpSR + DfpCR + DfpR1)id +\n(DfpSD + DfpCD + DfpR2 – DfpSS)df","P"]
["5.9.5.4.2","Losses: Time of Transfer to Time of Deck Placement","5.9.3.4.2","Losses: Time of Transfer to Time of Deck Placement","P"]
["5.9.5.4.2a","Shrinkage of Girder Concrete","5.9.3.4.2a","Shrinkage of Girder Concrete","P"]
["5.9.5.4.2a-1",null,"5.9.3.4.2a-1",null,"P"]
["5.9.5.4.2a-2",null,"5.9.3.4.2a-2",null,"P"]
["5.9.5.4.2b","Creep of Girder Concrete","5.9.3.4.2b","Creep of Girder Concrete","P"]
["5.9.5.4.2b-1",null,"5.9.3.4.2b-1",null,"P"]
["5.9.5.4.2c","Relaxation of Prestressing Strands","5.9.3.4.2c","Relaxation of Prestressing Strands",null,null,"P"]
["5.9.5.4.2c-1",null,"5.9.3.4.2c-1",null,"P"]
["C5.9.5.4.2c-1",null,"C5.9.3.4.2c-1",null,null,null,"P"]
["5.9.5.4.3","Losses: Time of Deck Placement to Final Time","5.9.3.4.3","Losses: Time of Deck Placement to Final Time","P"]
["5.9.5.4.3a","Shrinkage of Girder Concrete","5.9.3.4.3a","Shrinkage of Girder Concrete","P"]
["5.9.5.4.3a-1",null,"5.9.3.4.3a-1",null,"P"]
["5.9.5.4.3a-2",null,"5.9.3.4.3a-2",null,"P"]
["5.9.5.4.3b","Creep of Girder Concrete","5.9.3.4.3b","Creep of Girder Concrete","P"]
["5.9.5.4.3b-1",null,"5.9.3.4.3b-1",null,"P"]
["5.9.5.4.3c","Relaxation of Prestressing Strands","5.9.3.4.3c","Relaxation of Prestressing Strands","P"]
["5.9.5.4.3c-1",null,"5.9.3.4.3c-1",null,"P"]
["5.9.5.4.3d","Shrinkage of Deck Concrete","5.9.3.4.3d","Shrinkage of Deck Concrete","P"]
["5.9.5.4.3d-1",null,"5.9.3.4.3d-1",null,"P"]
["5.9.5.4.3d-2",null,"5.9.3.4.3d-2",null,"P"]
["5.9.5.4.4","Precast Pretensioned Girders without Composite Topping","5.9.3.4.4","Precast Pretensioned Girders without Composite Topping","P"]
["5.9.5.4.5","Post-Tensioned Nonsegmental Girders","5.9.3.4.5","Post-Tensioned Nonsegmental Girders","P"]
["N/A",null,"5.9.3.5","Losses in Multi-Stage Prestressing",null,null,null,"P"]
["5.9.5.5","Losses for Deflection Calculations","5.9.3.6","Losses for Deflection Calculations","P"]
["N/A",null,"5.9.4","Details for Pretensioning",null,null,null,"P"]
["5.10.3.3","Minimum Spacing of Prestressing Tendons and Ducts","5.9.4.1","Minimum Spacing of Pretensioning Strand",null,"P"]
["5.10.3.3.1","Prestensioning Strand","5.9.4.1","Minimum Spacing of Pretensioning Strand",null,"P"]
["5.10.3.4","Maximum Spacing of Prestressing Tendons and Ducts in Slabs","5.9.4.2","Maximum Spacing of Pretensioning Strand in Slabs",null,"P"]
["5.11.4","Development of Prestressing Strand","5.9.4.3","Development of Pretensioning Strand",null,"P"]
["5.11.4.1","General","5.9.4.3.1","General","P"]
["5.11.4.2","Bonded Strand","5.9.4.3.2","Bonded Strand","P"]
["5.11.4.2-1",null,"5.9.4.3.2-1",null,"P"]
["5.11.4.2-2",null,"5.9.4.3.2-2",null,"P"]
["5.11.4.2-3",null,"5.9.4.3.2-3",null,"P"]
["5.11.4.3","Partially Debonded Strands","5.9.4.3.3","Debonded Strands",null,"P"]
["5.10.10","Pretensioned Anchorage Zones","5.9.4.4","Pretensioned Anchorage Zones","P"]
["5.10.10.1","Splitting Resistance","5.9.4.4.1","Splitting Resistance",null,"P"]
["5.10.10.1-1",null,"5.9.4.4.1-1",null,"P"]
["5.10.10.2","Confinement Reinforcement","5.9.4.4.2","Confinement Reinforcement","P"]
["N/A",null,"5.9.5","Details for Post-Tensioning",null,null,null,"P"]
["N/A",null,"5.9.5.1","Minimum Spacing of Post-Tensioning Tendons and Ducts",null,null,null,"P"]
["5.10.3.3.2","Post-Tensioning Ducts—Girders Straight in Plan","5.9.5.1.1","Post-Tensioning Ducts—Girders Straight in Plan",null,null,"P"]
["5.10.3.3.3","Post-Tensioning Ducts—Girders Curved in Plan","5.9.5.1.2","Post-Tensioning Ducts—Girders Curved in Plan","P"]
["5.10.3.4","Maximum Spacing of Prestressing Tendons and Ducts in Slabs","5.9.5.2","Maximum Spacing of Post-Tensioning Tendons and Ducts in Slabs",null,"P"]
["5.10.3.5","Couplers in Post-Tensioning Tendons","5.9.5.3","Couplers in Post-Tensioning Tendons",null,"P"]
["5.10.4","Tendon Confinement","5.9.5.4","Tendon Confinement","P"]
["5.10.4.1","General","5.9.5.4.1","General",null,null,"P"]
["5.10.4.2","Wobble Effect in Slabs","5.9.5.4.2","Wobble Effect in Slabs",null,"P"]
["5.10.4.3","Effects of Curved Tendons","5.9.5.4.3","Effects of Curved Tendons",null,"P"]
["5.10.4.3.1","Design for In-Plane Force Effects","5.9.5.4.4","Design for In-Plane Force Effects","P"]
["5.10.4.3.1a","In-Plane Force Effects","5.9.5.4.4a","In-Plane Force Effects",null,"P"]
["5.10.4.3.1a-1",null,"5.9.5.4.4a-1",null,"P"]
["5.10.4.3.1b","Shear Resistance to Pull-out","5.9.5.4.4b","Shear Resistance to Pull-out",null,null,"P"]
["5.10.4.3.1b-1",null,"5.9.5.4.4b-1",null,"P"]
["5.10.4.3.1b-2",null,"5.9.5.4.4b-2",null,"P"]
["5.10.4.3.1b-3",null,"5.9.5.4.4b-3",null,"P"]
["5.10.4.3.1b-4",null,"5.9.5.4.4b-4",null,"P"]
["5.10.4.3.1b-5",null,"5.9.5.4.4b-5",null,"P"]
["5.10.4.3.1c","Cracking of Cover Concrete","5.9.5.4.4c","Cracking of Cover Concrete",null,null,"P"]
["5.10.4.3.1c-1",null,"5.9.5.4.4c-1",null,"P"]
["5.10.4.3.1c-2",null,"5.9.5.4.4c-2",null,"P"]
["5.10.4.3.1c-3",null,"5.9.5.4.4c-3",null,"P"]
["5.10.4.3.1d","Regional Bending","5.9.5.4.4d","Regional Bending","P"]
["5.10.4.3.1d-1",null,"5.9.5.4.4d-1",null,"P"]
["5.10.4.3.2","Out-of-Plane Force Effects","5.9.5.4.5","Out-of-Plane Force Effects",null,"P"]
["5.10.4.3.2-1",null,"5.9.5.4.5-1",null,"P"]
["5.10.5","External Tendon Supports","5.9.5.5","External Tendon Supports","P"]
["5.10.9","Post-Tensioned Anchorage Zones","5.9.5.6","Post-Tensioned Anchorage Zones","P"]
["5.10.9.1","General","5.9.5.6.1","General","P"]
["5.10.9.2","General Zone and Local Zone","5.9.5.6.1","General","P"]
["5.10.9.2.1","General","5.9.5.6.1","General","P"]
["5.10.9.2.2","General Zone","5.9.5.6.2","General Zone","P"]
["5.10.9.2.3","Local Zone","5.9.5.6.3","Local Zone","P"]
["5.10.9.2.4","Responsibilities","5.9.5.6.4","Responsibilities",null,null,"P"]
["5.10.9.3","Design of the General Zone","5.9.5.6.5","Design of the General Zone","P"]
["5.10.9.3.1","Design Methods","5.9.5.6.5a","Design Methods","P"]
["5.10.9.3.2","Design Principles","5.9.5.6.5b","Design Principles",null,"P"]
["5.10.9.3.3","Special Anchorage Devices","5.9.5.6.6","Special Anchorage Devices","P"]
["5.10.9.3.4","Intermediate Anchorages","5.9.5.6.7","Intermediate Anchorages","P"]
["5.10.9.3.4a","General","5.9.5.6.7a","General",null,null,"P"]
["5.10.9.3.4b","Crack Control Behind Intermediate Anchors","5.9.5.6.7b","Crack Control Behind Intermediate Anchors",null,"P"]
["5.10.9.3.4b-1",null,"5.9.5.6.7b-1",null,"P"]
["5.10.9.3.4c","Blister and Rib Reinforcement","5.9.5.6.7c","Blister and Rib Reinforcement","P"]
["5.10.9.3.5","Diaphragms","5.9.5.6.8","Diaphragms","P"]
["5.10.9.3.7","Deviation Saddles","5.9.5.6.9","Deviation Saddles","P"]
[]
["5.10","Details of Reinforcement","5.10","Reinforcement",null,"P"]
["5.10.1","Concrete Cover","5.10.1","Concrete Cover",null,null,"P"]
["5.12.3","Concrete Cover","5.10.1","Concrete Cover",null,null,"P"]
["5.10.2","Hooks and Bends","5.10.2","Hooks and Bends","P"]
["5.10.2.1","Standard Hooks","5.10.2.1","Standard Hooks","P"]
["5.10.2.2","Seismic Hooks","5.10.2.2","Seismic Hooks",null,"P"]
["5.10.2.3","Minimum Bend Diameters","5.10.2.3","Minimum Bend Diameters","P"]
["5.10.3","Spacing of Reinforcement","5.10.3","Spacing of Reinforcement","P"]
["5.10.3.1","Minimum Spacing of Reinforcing Bars","5.10.3.1","Minimum Spacing of Reinforcing Bars","P"]
["5.10.3.1.1","Cast-in-Place Concrete","5.10.3.1.1","Cast-in-Place Concrete",null,"P"]
["5.10.3.1.2","Precast Concrete","5.10.3.1.2","Precast Concrete",null,"P"]
["5.10.3.1.3","Multilayers","5.10.3.1.3","Multilayers","P"]
["5.10.3.1.4","Splices","5.10.3.1.4","Splices","P"]
["5.10.3.1.5","Bundled Bars","5.10.3.1.5","Bundled Bars","P"]
["5.10.3.2","Maximum Spacing of Reinforcing Bars","5.10.3.2","Maximum Spacing of Reinforcing Bars",null,"P"]
["5.10.6","Transverse Reinforcement for Compression Members","5.10.4","Transverse Reinforcement for Compression Members","P"]
["5.10.6.1","General","5.10.4.1","General","P"]
["5.10.6.2","Spirals","5.10.4.2","Spirals",null,"P"]
["5.10.6.3","Ties","5.10.4.3","Ties",null,null,"P"]
["5.10.7","Transverse Reinforcement for Flexural Members","5.10.5","Transverse Reinforcement for Flexural Members","P"]
["5.10.8","Shrinkage and Temperature Reinforcement","5.10.6","Shrinkage and Temperature Reinforcement",null,"P"]
["5.10.8-1",null,"5.10.6-1",null,"P"]
["5.10.8-2",null,"5.10.6-2",null,"P"]
["C5.10.8-1",null,"C5.10.6-1",null,"P"]
["5.10.12","Reinforcement for Hollow Rectangular Compression Members","5.10.7","Reinforcement for Hollow Rectangular Compression Members","P"]
["5.10.12.1","General","5.10.7.1","General","P"]
["5.10.12.2","Spacing of Reinforcement","5.10.7.2","Spacing of Reinforcement","P"]
["5.10.12.3","Ties","5.10.7.3","Ties",null,null,"P"]
["5.10.12.4","Splices","5.10.7.4","Splices","P"]
["5.10.12.5","Hoops","5.10.7.5","Hoops","P"]
[]
[5.1100000000000003,"Development and Splices of Reinforcement","5.10.8","Development and Splices of Reinforcement","P"]
["5.11.1","General","5.10.8.1","General",null,"P"]
["5.11.1.1","Basic Requirements","5.10.8.1.1","Basic Requirements",null,"P"]
["5.11.1.2","Flexural Reinforcement","5.10.8.1.2","Flexural Reinforcement","P"]
["5.11.1.2.1","General","5.10.8.1.2a","General",null,"P"]
["5.11.1.2.2","Positive Moment Reinforcement","5.10.8.1.2b","Positive Moment Reinforcement","P"]
["C5.11.1.2.2-1",null,"C5.10.8.1.2b-1",null,"P"]
["5.11.1.2.3","Negative Moment Reinforcement","5.10.8.1.2c","Negative Moment Reinforcement",null,"P"]
["5.11.1.2.4","Moment Resisting Joints","5.10.8.1.2d","Moment Resisting Joints","P"]
["5.11.2","Development of Reinforcement","5.10.8.2","Development of Reinforcement",null,"P"]
["5.11.2.1","Deformed Bars and Deformed Wire in Tension","5.10.8.2.1","Deformed Bars and Deformed Wire in Tension",null,null,"P"]
["5.11.2.1.1","Tension Development Length","5.10.8.2.1a","Tension Development Length",null,"P"]
["5.11.2.1.1-1",null,"5.10.8.2.1a-1",null,"P"]
["5.11.2.1.1-2",null,"5.10.8.2.1a-2",null,"P"]
["5.11.2.1.2","Modification Factors which Increase ℓd","5.10.8.2.1b","Modification Factors which Increase ℓd",null,"P"]
["5.11.2.1.3","Modification Factors which Decrease ℓd","5.10.8.2.1c","Modification Factors which Decrease ℓd",null,"P"]
["5.11.2.1.3-1",null,"5.10.8.2.1c-1","0.4 ≤ λrc ≤ 1.0",null,"P"]
["5.11.2.1.3-1",null,"5.10.8.2.1c-2",null,null,"P"]
["5.11.2.1.3-2","ktr = 40Atr/(sn)","5.10.8.2.1c-3","ktr = 40Atr/(sn)","P"]
["5.11.2.1.3-3",null,"5.10.8.2.1c-4",null,"P"]
["5.11.2.2","Deformed Bars in Compression","5.10.8.2.2","Deformed Bars in Compression","P"]
["5.11.2.2.1","Compressive Development Length","5.10.8.2.2a","Compressive Development Length",null,"P"]
["N/A",null,"5.10.8.2.2a-1",null,null,null,null,"P"]
["5.11.2.2.1-1",null,"5.10.8.2.2a-2",null,"P"]
["5.11.2.2.1-2",null,"5.10.8.2.2a-3",null,"P"]
["5.11.2.2.2","Modification Factors","5.10.8.2.2b","Modification Factors",null,"P"]
["5.11.2.3","Bundled Bars","5.10.8.2.3","Bundled Bars","P"]
["5.11.2.4","Standard Hooks in Tension","5.10.8.2.4","Standard Hooks in Tension",null,"P"]
["5.11.2.4.1","Basic Hook Development Length","5.10.8.2.4a","Basic Hook Development Length",null,null,"P"]
["N/A",null,"5.10.8.2.4a-1",null,null,null,null,"P"]
["5.11.2.4.1-1",null,"5.10.8.2.4a-2",null,null,null,"P"]
["5.11.2.4.2","Modification Factors","5.10.8.2.4b","Modification Factors",null,null,"P"]
["5.11.2.4.3","Hooked-Bar Tie Requirements","5.10.8.2.4c","Hooked-Bar Tie Requirements","P"]
["5.11.2.5","Welded Wire Fabric","5.10.8.2.5","Welded Wire Fabric","P"]
["5.11.2.5.1","Deformed Wire Fabric","5.10.8.2.5a","Deformed Wire Fabric",null,"P"]
["5.11.2.5.1-1",null,"5.10.8.2.5a-1",null,"P"]
["5.11.2.5.1-2",null,"5.10.8.2.5a-2",null,"P"]
["5.11.2.5.2","Plain Wire Fabric","5.10.8.2.5b","Plain Wire Fabric",null,"P"]
["5.11.2.5.2-1",null,"5.10.8.2.5b-1",null,"P"]
["5.11.2.6","Shear Reinforcement","5.10.8.2.6","Shear Reinforcement","P"]
["5.11.2.6.1","General","5.10.8.2.6a","General","P"]
["5.11.2.6.2","Anchorage of Deformed Reinforcement","5.10.8.2.6b","Anchorage of Deformed Reinforcement",null,null,"P"]
["5.11.2.6.2-1",null,"5.10.8.2.6b-1",null,"P"]
["5.11.2.6.3","Anchorage of Wire Fabric Reinforcement","5.10.8.2.6c","Anchorage of Wire Fabric Reinforcement","P"]
["5.11.2.6.4","Closed Stirrups","5.10.8.2.6d","Closed Stirrups",null,null,"P"]
["5.11.3","Development by Mechanical Anchorages","5.10.8.3","Development by Mechanical Anchorages","P"]
["5.11.5","Splices of Bar Reinforcement","5.10.8.4","Splices of Bar Reinforcement",null,"P"]
["5.11.5.1","Detailing","5.10.8.4.1","Detailing","P"]
["5.11.5.2","General Requirements","5.10.8.4.2","General Requirements","P"]
["5.11.5.2.1","Lap Splices","5.10.8.4.2a","Lap Splices",null,"P"]
["5.11.5.2.1-1",null,"5.10.8.4.2a-1",null,null,"P"]
["5.11.5.2.2","Mechanical Connections","5.10.8.4.2b","Mechanical Connections","P"]
["5.11.5.2.3","Welded Splices","5.10.8.4.2c","Welded Splices","P"]
["5.11.5.3","Splices of Reinforcement in Tension","5.10.8.4.3","Splices of Reinforcement in Tension",null,"P"]
["5.11.5.3.1","Lap Splices in Tension","5.10.8.4.3a","Lap Splices in Tension",null,"P"]
["5.11.5.3.2","Mechanical Connections or Welded Splices in Tension","5.10.8.4.3b","Mechanical Connections or Welded Splices in Tension","P"]
["5.11.5.4","Splices in Tension Tie Members","5.10.8.4.4","Splices in Tie Members",null,"P"]
["5.11.5.5","Splices of Bars in Compression","5.10.8.4.5","Splices of Bars in Compression","P"]
["5.11.5.5.1","Lap Splices in Compression","5.10.8.4.5a","Lap Splices in Compression",null,"P"]
["5.11.5.5.1-1",null,"5.10.8.4.5a-1",null,"P"]
["5.11.5.5.1-2",null,"5.10.8.4.5a-2",null,"P"]
["5.11.5.5.2","Mechanical Connections or Welded Splices in Compression","5.10.8.4.5b","Mechanical Connections or Welded Splices in Compression","P"]
["5.11.5.5.3","End-Bearing Splices","5.10.8.4.5c","End-Bearing Splices","P"]
["5.11.6","Splices of Welded Wire Fabric","5.10.8.5","Splices of Welded Wire Fabric","P"]
["5.11.6.1","Splices of Welded Deformed Wire Fabric in Tension","5.10.8.5.1","Splices of Welded Deformed Wire Fabric in Tension",null,"P"]
["5.11.6.2","Splices of Welded Smooth Wire Fabric in Tension","5.10.8.5.2","Splices of Welded Smooth Wire Fabric in Tension",null,"P"]
[]
["5.10.11","Provisions for Seismic Design",5.1100000000000003,"Seismic Design and Details",null,"P"]
["5.13.4.6","Seismic Requirements",5.1100000000000003,"Seismic Design and Details"]
["5.10.11.1","General","5.11.1","General",null,null,"P"]
["5.10.11.2","Seismic Zone 1","5.11.2","Seismic Zone 1","P"]
["5.10.11.3","Seismic Zone 2","5.11.3","Seismic Zone 2","P"]
["5.10.11.3","General","5.11.3.1","General","P"]
["5.13.4.6.2","Zone 2","5.11.3.2","Concrete Piles"]
["5.13.4.6.2a","General","5.11.3.2.1","General","P"]
["5.13.4.6.2b","Cast in Place Piles","5.11.3.2.2","Cast in Place Piles",null,"P"]
["5.13.4.6.2c","Precast Reinforced Piles","5.11.3.2.3","Precast Reinforced Piles","P"]
["5.13.4.6.2d","Precast Prestressed Piles","5.11.3.2.4","Precast Prestressed Piles","P"]
["5.10.11.4","Seismic Zones 3 and 4","5.11.4","Seismic Zones 3 and 4","P"]
["5.10.11.4.1","Column Requirements","5.11.4.1","Column Requirements","P"]
["5.10.11.4.1a","Longitudinal Reinforcement","5.11.4.1.1","Longitudinal Reinforcement","P"]
["5.10.11.4.1b","Flexural Resistance","5.11.4.1.2","Flexural Resistance",null,"P"]
["5.10.11.4.1c","Column Shear and Transverse Reinforcement","5.11.4.1.3","Column Shear and Transverse Reinforcement",null,"P"]
["5.10.2.2","Seismic Hooks","5.11.4.1.4","Transverse Reinforcement for Confinement of Plastic Hinges",null,null,"P"]
["5.10.11.4.1d","Transverse Reinforcement for Confinement at Plastic Hinges","5.11.4.1.4","Transverse Reinforcement for Confinement at Plastic Hinges",null,null,"P"]
["5.10.11.4.1d-1",null,"5.11.4.1.4-1",null,null,null,"P"]
["5.10.11.4.1d-2",null,"5.11.4.1.4-2",null,"P"]
["5.10.11.4.1d-3",null,"5.11.4.1.4-3",null,"P"]
["5.10.11.4.1e","Spacing of Transverse Reinforcement for Confinement","5.11.4.1.5","Spacing of Transverse Reinforcement for Confinement",null,null,"P"]
["5.10.11.4.1f","Splices","5.11.4.1.6","Splices",null,"P"]
["5.10.11.4.2","Requirements for Wall-Type Piers","5.11.4.2","Requirements for Wall-Type Piers",null,"P"]
["5.10.11.4.2-1",null,"5.11.4.2-1",null,"P"]
["5.10.11.4.2-2",null,"5.11.4.2-2",null,"P"]
["5.10.11.4.2-3",null,"5.11.4.2-3",null,"P"]
["5.10.11.4.3","Column Connections","5.11.4.3","Column Connections",null,"P"]
["5.10.11.4.3-1",null,"5.11.4.3-1",null,"P"]
["5.10.11.4.3-1",null,"5.11.4.3-1",null,"P"]
["5.10.11.4.4","Construction Joints in Piers and Columns","5.11.4.4","Construction Joints in Piers and Columns","P"]
["5.10.11.4.4-1",null,"5.11.4.4-1",null,"P"]
["5.13.4.6.3","Zones 3 and 4","5.11.4.5","Concrete Piles"]
["5.13.4.6.3a","General","5.11.4.5.1","General","P"]
["5.13.4.6.3b","Confinement Length","5.11.4.5.2","Confinement Length","P"]
["5.13.4.6.3c","Volumetric Ratio for Confinement","5.11.4.5.3","Volumetric Ratio for Confinement","P"]
["5.13.4.6.3d","Cast in Place Piles","5.11.4.5.4","Cast in Place Piles","P"]
["5.13.4.6.3e","Precast Piles","5.11.4.5.5","Precast Piles",null,"P"]
[]
[5.13,"Specific Members",5.12,"Provisions for Structure, Components and Types",null,"P"]
[5.14,"Provisions for Structure Types",5.12,"Provisions for Structure Components and Types",null,"P"]
["5.13.1","Deck Slabs","5.12.1","Deck Slabs","P"]
["5.14.4","Slab Superstructures","5.12.2","Slab Superstructures","P"]
["5.14.4.1","Cast-in-Place Solid Slab Superstructures","5.12.2.1","Cast-in-Place Solid Slab Superstructures","P"]
["5.14.4.1-1",null,"5.12.2.1-1",null,"P"]
["5.14.4.1-2",null,"5.12.2.1-2",null,"P"]
["5.14.4.2","Cast-in-Place Voided Slab Superstructures","5.12.2.2","Cast-in-Place Voided Slab Superstructures","P"]
["5.14.4.2.1","Cross-Section Dimensions","5.12.2.2.1","Cross-Section Dimensions","P"]
["5.14.4.2.2","Minimum Number of Bearings","5.12.2.2.2","Minimum Number of Bearings","P"]
["5.14.4.2.3","Solid End Sections","5.12.2.2.3","Solid End Sections","P"]
["5.14.4.2.4","General Design Requirements","5.12.2.2.4","General Design Requirements","P"]
["5.14.4.2.5","Compressive Zones in Negative Moment Area","5.12.2.2.5","Compressive Zones in Negative Moment Area","P"]
["5.14.4.2.6","Drainage of Voids","5.12.2.2.6","Drainage of Voids","P"]
["5.14.4.3","Precast Deck Bridges","5.12.2.3","Precast Deck Bridges","P"]
["5.14.4.3.1","General","5.12.2.3.1","General","P"]
["5.14.4.3.2","Shear Transfer Joints","5.12.2.3.2","Shear Transfer Joints","P"]
["5.14.4.3.3","Shear-Flexure Transfer Joints","5.12.2.3.3","Shear-Flexure Transfer Joints","P"]
["5.14.4.3.3a","General","5.12.2.3.3a","General","P"]
["5.14.4.3.3b","Design","5.12.2.3.3b","Design","P"]
["5.14.4.3.3c","Post-Tensioning","5.12.2.3.3c","Post-Tensioning","P"]
["5.14.4.3.3d","Longitudinal Construction Joints","5.12.2.3.3d","Longitudinal Construction Joints","P"]
["5.14.4.3.3e","Cast-in-Place Closure Joint","5.12.2.3.3e","Cast-in-Place Closure Joints","P"]
["5.14.4.3.3f","Structural Overlay","5.12.2.3.3f","Structural Overlay","P"]
["5.14.1","Beams and Girders","5.12.3","Beams and Girders","P"]
["5.14.1.1","General","5.12.3.1","General","P"]
["5.14.1.2","Precast Beams","5.12.3.2","Precast Beams","P"]
["5.14.1.2.1","Preservice Conditions","5.12.3.2.1","Preservice Conditions","P"]
["5.14.1.2.2","Extreme Dimensions","5.12.3.2.2","Extreme Dimensions","P"]
["5.14.1.2.3","Lifting Devices","5.12.3.2.3","Lifting Devices",null,"P"]
["5.14.1.2.4","Detail Design","5.12.3.2.4","Detail Design","P"]
["5.14.1.2.5","Concrete Strength","5.12.3.2.5","Concrete Strength",null,"P"]
["5.14.1.4","Bridges Composed of Simple Span Precast Girders Made Continuous","5.12.3.3","Bridges Composed of Simple Span Precast Girders Made Continuous","P"]
["5.14.1.4.1","General","5.12.3.3.1","General",null,"P"]
["5.14.1.4.2","Restraint Moments","5.12.3.3.2","Restraint Moments",null,"P"]
["5.14.1.4.3","Material Properties","5.12.3.3.3","Material Properties",null,"P"]
["C5.14.1.4.3-1",null,"C5.12.3.3.3-1",null,"P"]
["5.14.1.4.4","Age of Girder When Continuity Is Established","5.12.3.3.4","Age of Girder When Continuity Is Established","P"]
["5.14.1.4.5","Degree of Continuity at Various Limit States","5.12.3.3.5","Degree of Continuity at Various Limit States","P"]
["5.14.1.4.6","Service Limit State","5.12.3.3.6","Service Limit State","P"]
["5.14.1.4.7","Strength Limit State","5.12.3.3.7","Strength Limit State","P"]
["5.14.1.4.8","Negative Moment Connections","5.12.3.3.8","Negative Moment Connections","P"]
["5.14.1.4.9","Positive Moment Connections","5.12.3.3.9","Positive Moment Connections","P"]
["5.14.1.4.9a","General","5.12.3.3.9a","General",null,"P"]
["5.14.1.4.9b","Positive Moment Connection Using Mild Reinforcement","5.12.3.3.9b","Positive Moment Connection Using Nonprestressed Reinforcement",null,"P"]
["5.14.1.4.9c","Positive Moment Connection Using Prestressing Strand","5.12.3.3.9c","Positive Moment Connection Using Prestressing Strand","P"]
["5.14.1.4.9c-1",null,"5.12.3.3.9c-1",null,"P"]
["5.14.1.4.9c-2",null,"5.12.3.3.9c-2",null,"P"]
["5.14.1.4.9d","Details of Positive Moment Connection","5.12.3.3.9d","Details of Positive Moment Connection","P"]
["5.14.1.4.10","Continuity Diaphragms","5.12.3.3.10","Continuity Diaphragms","P"]
["5.14.1.3","Spliced Precast Girders","5.12.3.4","Spliced Precast Girders","P"]
["5.14.1.3.1","General","5.12.3.4.1","General","P"]
["5.14.1.3.2","Joints between Segments","5.12.3.4.2","Joints between Spliced Girders",null,"P"]
["5.14.1.3.2a","General","5.12.3.4.2a","General","P"]
["5.14.1.3.2b","Details of Closure Joints","5.12.3.4.2b","Details of Closure Joints","P"]
["5.14.1.3.2c","Details of Match-Cast Joints","5.12.3.4.2c","Details of Match-Cast Joints","P"]
["5.14.1.3.2d","Joint Design","5.12.3.4.2d","Joint Design","P"]
["5.14.1.3.3","Girder Segment Design","5.12.3.4.3","Girder Segment Design","P"]
["5.14.1.3.4","Post-Tensioning","5.12.3.4.4","Post-Tensioning",null,"P"]
["5.14.1.5","Cast-in-Place Girders and Box and T-Beams","5.12.3.5","Cast-in-Place Girders and Box and T-Beams","P"]
["5.14.1.5.1","Flange and Web Thickness","5.12.3.5.1","Flange and Web Thickness","P"]
["5.14.1.5.1a","Top Flange","5.12.3.5.1a","Top Flange",null,"P"]
["5.14.1.5.1b","Bottom Flange","5.12.3.5.1b","Bottom Flange",null,"P"]
["5.14.1.5.1c","Web","5.12.3.5.1c","Web",null,"P"]
["5.14.1.5.2","Reinforcement","5.12.3.5.2","Reinforcement","P"]
["5.14.1.5.2a","Deck Slab Reinforcement Cast-in-Place in T-Beams and Box Girders","5.12.3.5.2a","Deck Slab Reinforcement Cast-in-Place in T-Beams and Box Girders","P"]
["5.14.1.5.2b","Bottom Slab Reinforcement in Cast-in-Place Box Girders","5.12.3.5.2b","Bottom Slab Reinforcement in Cast-in-Place Box Girders","P"]
["5.13.2.2","Diaphragms","5.12.4","Diaphragms",null,null,"P"]
["5.14.2","Segmental Construction","5.12.5","Segmental Concrete Bridges",null,"P"]
["5.14.2.1","General","5.12.5.1","General",null,null,"P"]
["5.14.2.2","Analysis of Segmental Bridges","5.12.5.2","Analysis of Segmental Bridges","P"]
["5.14.2.2.1","General","5.12.5.2.1","General","P"]
["5.14.2.2.2","Construction Analysis","5.12.5.2.2","Construction Analysis","P"]
["5.14.2.2.3","Analysis of the Final Structural System","5.12.5.2.3","Analysis of the Final Structural System",null,"P"]
["5.14.2.3","Design","5.12.5.3","Design","P"]
["5.14.2.3.1","Loads","5.12.5.3.1","Loads","P"]
["5.14.2.3.2","Construction Loads","5.12.5.3.2","Construction Loads",null,"P"]
["5.14.2.3.3","Construction Load Combinations at the Service Limit State","5.12.5.3.3","Construction Load Combinations at the Service Limit State",null,null,"P"]
["5.14.2.3.4","Construction Load Combinations at Strength Limit States","5.12.5.3.4","Construction Load Combinations at Strength Limit States","P"]
["5.14.2.3.4a","Superstructures","5.12.5.3.4a","Superstructure Load Effects and Structural Stability","P"]
["5.14.2.3.4a-1","ΣγQ = 1.1(DC + DIFF) + 1.3(CEQ + CLL)  + A + AI","5.12.5.3.4a-1","ΣγQ = 1.1(DC + DIFF) + 1.3(CEQ + CLL)  + A + AI","P"]
["5.14.2.3.4a-2","ΣγQ = DC + CEQ + A + AI","5.12.5.3.4a-2","ΣγQ = DC + CEQ + A + AI","P"]
["5.14.2.3.4b","Substructures","5.12.5.3.4b","Substructures",null,"P"]
["5.14.2.3.5","Thermal Effects During Construction","5.12.5.3.5","Thermal Effects During Construction","P"]
["5.14.2.3.6","Creep and Shrinkage","5.12.5.3.6","Creep and Shrinkage","P"]
["C5.14.2.3.6-1",null,"C5.12.5.3.6-1",null,"P"]
["5.14.2.3.7","Prestress Losses","5.12.5.3.7","Prestress Losses","P"]
["5.8.6","Shear and Torsion for Segmental Box Girder Bridges","5.12.5.3.8","Alternative Shear Design Procedure",null,"P"]
["5.8.6.1","General","5.12.5.3.8a","General",null,null,"P"]
["5.8.6.2","Loading","5.12.5.3.8b","Loading",null,null,"P"]
["5.8.6.5","Nominal Shear Resistance","5.12.5.3.8c","Nominal Shear Resistance",null,null,"P"]
["5.8.6.5-1",null,"5.12.5.3.8c-1",null,"P"]
["5.8.6.5-2",null,"5.12.5.3.8c-2",null,"P"]
["5.8.6.5-3",null,"5.12.5.3.8c-3",null,"P"]
["5.8.6.5-4",null,"5.12.5.3.8c-4",null,"P"]
["5.8.6.3-3",null,"5.12.5.3.8c-5",null,"P"]
["5.8.6.5-5",null,"5.12.5.3.8c-6",null,"P"]
["5.8.6.4","Torsional Reinforcement","5.12.5.3.8d","Torsional Reinforcement",null,null,"P"]
["5.8.6.4-1",null,"5.12.5.3.8d-1",null,"P"]
["5.8.6.4-2",null,"5.12.5.3.8d-2",null,"P"]
["5.8.6.4-3",null,"5.12.5.3.8d-3",null,"P"]
["5.8.6.4-4",null,"5.12.5.3.8d-4",null,"P"]
["5.8.6.6","Reinforcement Details","5.12.5.3.8e","Reinforcement Details",null,null,"P"]
["5.14.2.3.8","Provisional Post-Tensioning Ducts and Anchorages","5.12.5.3.9","Provisional Post-Tensioning Ducts and Anchorages","P"]
["5.14.2.3.8a","General","5.12.5.3.9a","General","P"]
["5.14.2.3.8b","Bridges with Internal Ducts","5.12.5.3.9b","Bridges with Internal Ducts","P"]
["5.14.2.3.8c","Provision for Future Dead Load or Deflection Adjustment","5.12.5.3.9c","Provision for Future Dead Load or Deflection Adjustment","P"]
["5.14.2.3.9","Plan Presentation","5.12.5.3.10","Plan Presentation","P"]
["5.14.2.3.10","Box Girder Cross-Section Dimensions and Details","5.12.5.3.11","Box Girder Cross-Section Dimensions and Details","P"]
["5.14.2.3.10a","Minimum Flange Thickness","5.12.5.3.11a","Minimum Flange Thickness",null,null,"P"]
["5.14.2.3.10b","Minimum Web Thickness","5.12.5.3.11b","Minimum Web Thickness","P"]
["5.14.2.3.10c","Length of Top Flange Cantilever","5.12.5.3.11c","Length of Top Flange Cantilever","P"]
["5.14.2.3.10d","Overall Cross-Section Dimensions","5.12.5.3.11d","Overall Cross-Section Dimensions","P"]
["5.14.2.3.11","Seismic Design","5.12.5.3.12","Seismic Design","P"]
["5.14.2.4","Types of Segmental Bridges","5.12.5.4","Types of Segmental Bridges","P"]
["5.14.2.4.1","General","5.12.5.4.1","General","P"]
["5.14.2.4.2","Details for Precast Construction","5.12.5.4.2","Details for Precast Construction","P"]
["5.14.2.4.3","Details for Cast-in-Place Construction","5.12.5.4.3","Details for Cast-in-Place Construction","P"]
["5.14.2.4.4","Cantilever Construction","5.12.5.4.4","Cantilever Construction",null,null,"P"]
["5.14.2.4.5","Span-by-Span Construction","5.12.5.4.5","Span-by-Span Construction","P"]
["5.14.2.4.6","Incrementally Launched Construction","5.12.5.4.6","Incrementally Launched Construction","P"]
["5.14.2.4.6a","General","5.12.5.4.6a","General","P"]
["5.14.2.4.6b","Force Effects Due to Construction Tolerances","5.12.5.4.6b","Force Effects Due to Construction Tolerances","P"]
["5.14.2.4.6c","Design Details","5.12.5.4.6c","Design Details","P"]
["5.14.2.4.6d","Design of Construction Equipment","5.12.5.4.6d","Design of Construction Equipment","P"]
["5.14.2.5","Use of Alternative Construction Methods","5.12.5.5","Use of Alternative Construction Methods","P"]
["5.14.2.6","Segmentally Constructed Bridge Substructures","5.12.5.6","Segmentally Constructed Bridge Substructures","P"]
["5.14.2.6.1","General","5.12.5.6.1","General","P"]
["5.14.2.6.2","Construction Load Combinations","5.12.5.6.2","Construction Load Combinations","P"]
["5.14.2.6.3","Longitudinal Reinforcement of Hollow, Rectangular Precast Segmental Piers","5.12.5.6.3","Longitudinal Reinforcement of Hollow, Rectangular Precast Segmental Piers","P"]
["5.14.3","Arches","5.12.6","Arches","P"]
["5.14.3.1","General","5.12.6.1","General","P"]
["5.14.3.2","Arch Ribs","5.12.6.2","Arch Ribs","P"]
["5.14.5","Additional Provisions for Culverts","5.12.7","Culverts",null,"P"]
["5.14.5.1","General","5.12.7.1","General","P"]
["5.14.5.2","Design for Flexure","5.12.7.2","Design for Flexure","P"]
["5.14.5.3","Design for Shear in Slabs of Box Culverts","5.12.7.3","Design for Shear in Slabs of Box Culverts",null,"P"]
["5.14.5.3-1",null,"5.12.7.3-1",null,"P"]
["N/A",null,"5.12.7.3-2",null,null,null,null,"P"]
["5.13.3","Footings","5.12.8","Footings","P"]
["5.13.3.1","General","5.12.8.1","General","P"]
["5.13.3.2","Loads and Reactions","5.12.8.2","Loads and Reactions","P"]
["5.13.3.3","Resistance Factors","5.12.8.3","Resistance Factors",null,null,"P"]
["5.13.3.4","Moment in Footings","5.12.8.4","Moment in Footings","P"]
["5.13.3.5","Distribution of Moment Reinforcement","5.12.8.5","Distribution of Moment Reinforcement","P"]
["5.13.3.5-1",null,"5.12.8.5-1",null,"P"]
["5.13.3.6","Shear in Slabs and Footings","5.12.8.6","Shear in Slabs and Footings","P"]
["5.13.3.6.1","Critical Sections for Shear","5.12.8.6.1","Critical Sections for Shear","P"]
["5.13.3.6.2","One-Way Action","5.12.8.6.2","One-Way Action","P"]
["5.13.3.6.3","Two-Way Action","5.12.8.6.3","Two-Way Action",null,"P"]
["5.13.3.6.3-1",null,"5.12.8.6.3-1",null,"P"]
["5.13.3.6.3-2",null,"5.12.8.6.3-2",null,"P"]
["5.13.3.6.3-3",null,"5.12.8.6.3-3",null,"P"]
["5.13.3.6.3-4",null,"5.12.8.6.3-4",null,"P"]
["5.13.3.7","Development of Reinforcement","5.12.8.7","Development of Reinforcement","P"]
["5.13.3.8","Transfer of Force at Base of Column","5.12.8.8","Transfer of Force at Base of Column","P"]
["5.13.4","Concrete Piles","5.12.9","Concrete Piles","P"]
["5.13.4.1","General","5.12.9.1","General","P"]
["5.13.4.2","Splices","5.12.9.2","Splices","P"]
["5.13.4.3","Precast Reinforced Piles","5.12.9.3","Precast Reinforced Piles","P"]
["5.13.4.3.1","Pile Dimensions","5.12.9.3.1","Pile Dimensions","P"]
["5.13.4.3.2","Reinforcing Steel","5.12.9.3.2","Reinforcement",null,"P"]
["5.13.4.4","Precast Prestressed Piles","5.12.9.4","Precast Prestressed Piles","P"]
["5.13.4.4.1","Pile Dimensions","5.12.9.4.1","Pile Dimensions","P"]
["5.13.4.4.2","Concrete Quality","5.12.9.4.2","Concrete Quality","P"]
["5.13.4.4.3","Reinforcement","5.12.9.4.3","Reinforcement","P"]
["5.13.4.5","Cast-in-Place Piles","5.12.9.5","Cast-in-Place Piles","P"]
["5.13.4.5.1","Pile Dimensions","5.12.9.5.1","Pile Dimensions","P"]
["5.13.4.5.2","Reinforcing Steel","5.12.9.5.2","Reinforcement",null,"P"]
[]
["N/A",null,5.13,"Anchors",null,null,null,"P"]
["N/A",null,"5.13.1","General",null,null,null,"P"]
["N/A",null,"5.13.2","General Strength Requirements",null,null,null,"P"]
["N/A",null,"5.13.2.1","Failure Modes to be Considered",null,null,null,"P"]
["N/A",null,"5.13.2.2","Resistance Factors",null,null,null,"P"]
["N/A",null,"5.13.2.3","Determination of Anchor Resistance",null,null,null,"P"]
["N/A",null,"5.13.3","Seismic Design Requirements",null,null,null,"P"]
["N/A",null,"5.13.4","Installation",null,null,null,"P"]
[]
[5.12,"Durability",5.14,"Durability","P"]
["5.12.1","General","5.14.1","Design Concepts",null,null,"P"]
["N/A",null,"5.14.2","Major Chemical and Mechanical Factors Affecting Durability",null,null,null,"P"]
["N/A",null,"5.14.2.1","General",null,null,null,"P"]
["N/A",null,"5.14.2.2","Corrosion Resistance",null,null,null,"P"]
["N/A",null,"5.14.2.3","Freeze-Thaw Resistance",null,null,null,"P"]
["N/A",null,"5.14.2.4","External Sulfate Attack",null,null,null,"P"]
["N/A",null,"5.14.2.5","Delayed Ettringite Formation",null,null,null,"P"]
["5.12.2","Alkali-Silica Reactive Aggregates","5.14.2.6","Alkali-Silica Reactive Aggregates","P"]
["N/A",null,"5.14.2.7","Alkali-Carbonate reactive Aggregates",null,null,null,"P"]
["5.10.1","Concrete Cover","5.14.3","Concrete Cover",null,null,"P"]
["5.10.1","Concrete Cover","5.14.3","Concrete Cover",null,null,"P"]
["5.12.4","Protective Coatings","5.14.4","Protective Coatings",null,null,"P"]
["5.14.2.3.10e","Overlays","5.14.5","Deck Protection Systems",null,null,"P"]
["5.12.5","Protection of Prestressing Tendons","5.14.6","Protection of Prestressing Tendons","P"]
[]
[5.15,"References",5.15,"References",null,null,"P"]
[]
["Appendix A5","Basic Steps for Concrete Bridges","Appendix A5","Basic Steps for Concrete Bridges","P"]
["A5.1","General","A5.1","General","P"]
["A5.2","General Considerations","A5.2","General Considerations","P"]
["A5.3","Beam and Girder Superstructure Design","A5.3","Beam and Girder Superstructure Design","P"]
["A5.4","Slab Bridges","A5.4","Slab Bridges","P"]
["A5.5","Substructure Design","A5.5","Substructure Design","P"]
[]
["Appendix B5","General Procedure for Shear Design with Tables","Appendix B5","General Procedure for Shear Design with Tables","P"]
["B5.1","Background","B5.1","Background","P"]
["B5.2","Sectional Design Model—General Procedure","B5.2","Sectional Design Model—General Procedure",null,null,"P"]
["5.8.2.1-6",null,"B5.2-1",null,null,null,null,"P"]
["5.8.2.1-7",null,"B5.2-2",null,null,null,null,"P"]
["B5.2-1",null,"B5.2-3",null,"P"]
["B5.2-2",null,"B5.2-4",null,"P"]
["B5.2-3",null,"B5.2-5",null,"P"]
["B5.2-4",null,"B5.2-6",null,"P"]
["CB5.2-1",null,"CB5.2-1",null,"P"]
[]
["Appendix C5","Upper Limits for Articles Affected by Concrete Compressive Strength","Appendix C5","Upper Limits for Articles Affected by Concrete Compressive Strength"]
[]
["Appendix D5","Articles Modified to Allow the Use of Reinforcement with a Specified Minimum Yield Strength Up to 100 ksi","Appendix D5","Articles Modified to Allow the Use of Reinforcement with a Specified Minimum Yield Strength Up to 100 ksi"]
[]
["5.7.3.3","Limits for Reinforcement","N/A"]
["5.7.3.3.1","Maximum Reinforcement--- deleted 2005","N/A"]
[]
["5.8.2.1-5",null,"N/A",null,null,null,null,null,"P"]
["5.8.3.4.3","Simplified Procedure for Prestressed and Nonprestressed Sections","N/A",null,null,null,null,null,"P"]
["5.8.3.4.3-1",null,"N/A",null,null,null,null,null,"P"]
["5.8.3.4.3-2",null,"N/A",null,null,null,null,null,"P"]
["5.8.3.4.3-3",null,"N/A",null,null,null,null,null,"P"]
["5.8.3.4.3-4",null,"N/A",null,null,null,null,null,"P"]
["5.8.6.3-1","Tu > 1/3 fTcr","N/A",null,null,null,null,null,"P"]
["5.13.2","Diaphragms, Deep Beams, Brackets, Corbels, and Beam Ledges","N/A",null,null,null,null,null,"P"]
["5.13.2.1","General","N/A",null,null,null,null,null,"P"]
["5.13.2.3-1",null,"N/A",null,null,null,null,null,"P"]
["5.13.4.6.1","Zone 1","N/A"]

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["Appendix E-5"]
["Crosswalk Between the 7th and 8th Editions"]
[]
["7th Ed.",null,"7th Ed. With 2015 Interim Revisions",null,"7th Ed. With 2016 Interim Revisions",null,"8th Ed.",null,"2015 Interim Revisions",null,null,null,null,"2016 Interim Revisions",null,null,null,null,"Modifications to the 8th Ed."]
["Equation",null,"Equation",null,"Article or Equation",null,"Article or Equation",null,"N/A","Ed","Up","+","-","N/A","Ed","Up","+","-","Unchanged","Editorial","Updated","New","Removed"]
[5.0999999999999996,"Scope",5.0999999999999996,"Scope",5.0999999999999996,"Scope",5.0999999999999996,"Scope","P",null,null,null,null,null,null,"P",null,null,null,null,"P",null,null,{"$f":"IF(A6=\"\",\"\",IF(LEN(I6&J6&K6&L6&M6&N6&O6&P6&Q6&R6&S6&T6&U6&V6&W6)>0,IF(LEN(P6&Q6&R6)>0,\"2016\",IF(LEN(K6&L6&M6)>0,\"2015\",\"\")),\"XXXXXXXX\"))","v":"2016"}]
[5.2,"Definitions",5.2,"Definitions",5.2,"Definitions",5.2,"Definitions","P",null,null,null,null,null,null,"P",null,null,null,null,"P",null,null,"2016"]
[5.3,"Notation",5.3,"Notation",5.3,"Notation",5.3,"Notation",null,null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,"2016"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,""]
[5.4,"Material Properties",5.4,"Material Properties",5.4,"Material Properties",5.4,"Material Properties","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.4.1","General","5.4.1","General","5.4.1","General","5.4.1","General",null,"P",null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.4.2","Normal Weight and Structural Lightweight Concrete","5.4.2","Normal Weight and Structural Lightweight Concrete","5.4.2","Normal Weight and Structural Lightweight Concrete","5.4.2","Normal Weight and Lightweight Concrete","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.4.2.1","Compressive Strength","5.4.2.1","Compressive Strength","5.4.2.1","Compressive Strength","5.4.2.1","Compressive Strength","P",null,null,null,null,null,null,"P",null,null,null,null,"P",null,null,"2016"]
["5.4.2.2","Coefficient of Thermal Expansion","5.4.2.2","Coefficient of Thermal Expansion","5.4.2.2","Coefficient of Thermal Expansion","5.4.2.2","Coefficient of Thermal Expansion","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.4.2.3","Shrinkage and Creep","5.4.2.3","Shrinkage and Creep","5.4.2.3","Shrinkage and Creep","5.4.2.3","Creep and Shrinkage","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.4.2.3.1","General","5.4.2.3.1","General","5.4.2.3.1","General","5.4.2.3.1","General","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.4.2.3.2","Creep","5.4.2.3.2","Creep","5.4.2.3.2","Creep","5.4.2.3.2","Creep",null,"P","P",null,null,"P",null,null,null,null,"P",null,null,null,null,"2015"]
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[{"$f":"LEFT(A19,LEN(A19)-1)&VALUE(RIGHT(A19,1))+1","v":"5.4.2.3.2-3"},"khc = 1.56 – 0.008H",{"$f":"LEFT(C19,LEN(C19)-1)&VALUE(RIGHT(C19,1))+1","v":"5.4.2.3.2-3"},"khc = 1.56 – 0.008H",{"$f":"LEFT(E19,LEN(E19)-1)&VALUE(RIGHT(E19,1))+1","v":"5.4.2.3.2-3"},"khc = 1.56 – 0.008H","5.4.2.3.2-3","khc = 1.56 – 0.008H","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.4.2.3.2-4",null,{"$f":"LEFT(C20,LEN(C20)-1)&VALUE(RIGHT(C20,1))+1","v":"5.4.2.3.2-4"},null,{"$f":"LEFT(E20,LEN(E20)-1)&VALUE(RIGHT(E20,1))+1","v":"5.4.2.3.2-4"},null,"5.4.2.3.2-4",null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.4.2.3.2-5",null,{"$f":"LEFT(C21,LEN(C21)-1)&VALUE(RIGHT(C21,1))+1","v":"5.4.2.3.2-5"},null,{"$f":"LEFT(E21,LEN(E21)-1)&VALUE(RIGHT(E21,1))+1","v":"5.4.2.3.2-5"},null,"5.4.2.3.2-5",null,null,null,"P",null,null,"P",null,null,null,null,"P",null,null,null,null,"2015"]
[{"$f":"\"C\"&A17&\"-1\"","v":"C5.4.2.3.2-1"},null,{"$f":"\"C\"&C17&\"-1\"","v":"C5.4.2.3.2-1"},null,{"$f":"\"C\"&E17&\"-1\"","v":"C5.4.2.3.2-1"},null,{"$f":"\"C\"&G17&\"-1\"","v":"C5.4.2.3.2-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["C5.4.2.3.2-2",null,{"$f":"LEFT(C23,LEN(C23)-1)&VALUE(RIGHT(C23,1))+1","v":"C5.4.2.3.2-2"},null,{"$f":"LEFT(E23,LEN(E23)-1)&VALUE(RIGHT(E23,1))+1","v":"C5.4.2.3.2-2"},null,"C5.4.2.3.2-2",null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.4.2.3.3","Shrinkage","5.4.2.3.3","Shrinkage","5.4.2.3.3","Shrinkage","5.4.2.3.3","Shrinkage",null,"P",null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"A25&\"-1\"","v":"5.4.2.3.3-1"},null,{"$f":"C25&\"-1\"","v":"5.4.2.3.3-1"},null,{"$f":"E25&\"-1\"","v":"5.4.2.3.3-1"},null,{"$f":"G25&\"-1\"","v":"5.4.2.3.3-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A26,LEN(A26)-1)&VALUE(RIGHT(A26,1))+1","v":"5.4.2.3.3-2"},"khs = (2.00 – 0.014 H)",{"$f":"LEFT(C26,LEN(C26)-1)&VALUE(RIGHT(C26,1))+1","v":"5.4.2.3.3-2"},"khs = (2.00 – 0.014 H)",{"$f":"LEFT(E26,LEN(E26)-1)&VALUE(RIGHT(E26,1))+1","v":"5.4.2.3.3-2"},"khs = (2.00 – 0.014 H)",{"$f":"LEFT(G26,LEN(G26)-1)&VALUE(RIGHT(G26,1))+1","v":"5.4.2.3.3-2"},"khs = (2.00 – 0.014 H)","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.4.2.4","Modulus of Elasticity","5.4.2.4","Modulus of Elasticity","5.4.2.4","Modulus of Elasticity","5.4.2.4","Modulus of Elasticity",null,"P","P",null,null,"P",null,null,null,null,null,"P",null,null,null,"2015"]
[{"$f":"A28&\"-1\"","v":"5.4.2.4-1"},null,{"$f":"C28&\"-1\"","v":"5.4.2.4-1"},null,{"$f":"E28&\"-1\"","v":"5.4.2.4-1"},null,{"$f":"G28&\"-1\"","v":"5.4.2.4-1"},null,null,null,"P",null,null,"P",null,null,null,null,"P",null,null,null,null,"2015"]
[{"$f":"\"C\"&A28&\"-1\"","v":"C5.4.2.4-1"},null,{"$f":"\"C\"&C28&\"-1\"","v":"C5.4.2.4-1"},null,{"$f":"\"C\"&E28&\"-1\"","v":"C5.4.2.4-1"},null,{"$f":"\"C\"&G28&\"-1\"","v":"C5.4.2.4-1"},null,null,null,"P",null,null,"P",null,null,null,null,"P",null,null,null,null,"2015"]
["N/A",null,{"$f":"LEFT(C30,LEN(C30)-1)&VALUE(RIGHT(C30,1))+1","v":"C5.4.2.4-2"},null,"C5.4.2.4-2",null,{"$f":"LEFT(G30,LEN(G30)-1)&VALUE(RIGHT(G30,1))+1","v":"C5.4.2.4-2"},null,null,null,"P",null,null,"P",null,null,null,null,"P",null,null,null,null,"2015"]
["N/A",null,"C5.4.2.4-3",null,"C5.4.2.4-3",null,"C5.4.2.4-3",null,null,null,"P",null,null,"P",null,null,null,null,"P",null,null,null,null,"2015"]
["5.4.2.5","Poisson’s Ratio","5.4.2.5","Poisson’s Ratio","5.4.2.5","Poisson’s Ratio","5.4.2.5","Poisson’s Ratio",null,null,"P",null,null,"P",null,null,null,null,null,"P",null,null,null,"2015"]
["5.4.2.6","Modulus of Rupture","5.4.2.6","Modulus of Rupture","5.4.2.6","Modulus of Rupture","5.4.2.6","Modulus of Rupture","P",null,null,null,null,null,null,null,"P",null,null,"P",null,null,null,"2016"]
["5.4.2.7","Tensile Strength","5.4.2.7","Tensile Strength","5.4.2.7","Tensile Strength","5.4.2.7","Tensile Strength","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["N/A","N/A","N/A","N/A","5.4.2.8","Concrete Density Modification Factors","5.4.2.8","Concrete Density Modification Factors","P",null,null,null,null,null,null,null,"P",null,null,"P",null,null,null,"2016"]
["N/A",null,"N/A",null,{"$f":"E36&\"-1\"","v":"5.4.2.8-1"},"λ = 4.7 fct / √f’c ≤ 1.0 ",{"$f":"G36&\"-1\"","v":"5.4.2.8-1"},null,"P",null,null,null,null,null,null,null,"P",null,"P",null,null,null,null,"2016"]
["N/A",null,"N/A",null,{"$f":"\"C\"&E36&\"-1\"","v":"C5.4.2.8-1"},"0.75 ≤ λ = 7.5 wc ≤ 1.0 ",{"$f":"LEFT(G37,LEN(G37)-1)&VALUE(RIGHT(G37,1))+1","v":"5.4.2.8-2"},null,"P",null,null,null,null,null,null,null,"P",null,"P",null,null,null,null,"2016"]
["5.4.3","Reinforcing Steel","5.4.3","Reinforcing Steel","5.4.3","Reinforcing Steel","5.4.3","Reinforcing Steel","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.4.3.1","General","5.4.3.1","General","5.4.3.1","General","5.4.3.1","General","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.4.3.2","Modulus of Elasticity","5.4.3.2","Modulus of Elasticity","5.4.3.2","Modulus of Elasticity","5.4.3.2","Modulus of Elasticity","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.4.3.3","Special Applications","5.4.3.3","Special Applications","5.4.3.3","Special Applications","5.4.3.3","Special Applications","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.4.4","Prestressing Steel","5.4.4","Prestressing Steel","5.4.4","Prestressing Steel","5.4.4","Prestressing Steel","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.4.4.1","General","5.4.4.1","General","5.4.4.1","General","5.4.4.1","General",null,"P","P",null,null,"P",null,null,null,null,null,"P",null,null,null,"2015"]
["5.4.4.2","Modulus of Elasticity","5.4.4.2","Modulus of Elasticity","5.4.4.2","Modulus of Elasticity","5.4.4.2","Modulus of Elasticity",null,"P",null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.4.5","Post-Tensioning Anchorages and Couplers","5.4.5","Post-Tensioning Anchorages and Couplers","5.4.5","Post-Tensioning Anchorages and Couplers","5.4.5","Post-Tensioning Anchorages and Couplers",null,"P",null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.4.6","Ducts","5.4.6","Ducts","5.4.6","Ducts","5.4.6","Post-Tensioning Ducts","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.4.6.1","General","5.4.6.1","General","5.4.6.1","General","5.4.6.1","General",null,"P",null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
["5.4.6.2","Size of Ducts","5.4.6.2","Size of Ducts","5.4.6.2","Size of Ducts","5.4.6.2","Size of Ducts",null,"P",null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
["5.4.6.3","Ducts at Deviation Saddles","5.4.6.3","Ducts at Deviation Saddles","5.4.6.3","Ducts at Deviation Saddles","5.4.6.3","Ducts at Deviation Saddles","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,""]
[5.5,"Limit States",5.5,"Limit States",5.5,"Limit States",5.5,"Limit States and Design Methodologies","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.5.1","General","5.5.1","General","5.5.1","General","5.5.1","General","P",null,null,null,null,null,null,"P",null,null,"P",null,null,null,null,"2016"]
["N/A","N/A","N/A","N/A","5.5.1.1","Limit-State Applicability","5.5.1.1","Limit-State Applicability",null,null,null,null,null,null,null,null,"P",null,null,"P",null,null,null,"2016"]
["N/A","N/A","N/A","N/A","5.5.1.2","Design Methodologies","5.5.1.2","Design Methodologies",null,null,null,null,null,null,null,null,"P",null,"P",null,null,null,null,"2016"]
["N/A","N/A","N/A","N/A","5.5.1.2.1","General","5.5.1.2.1","General",null,null,null,null,null,null,null,null,"P",null,null,null,"P",null,null,"2016"]
["N/A","N/A","N/A","N/A","5.5.1.2.2","B-Regions","5.5.1.2.2","B-Regions",null,null,null,null,null,null,null,null,"P",null,null,"P",null,null,null,"2016"]
["N/A","N/A","N/A","N/A","5.5.1.2.3","D-Regions","5.5.1.2.3","D-Regions",null,null,null,null,null,null,null,null,"P",null,null,"P",null,null,null,"2016"]
["5.5.2","Service Limit State","5.5.2","Service Limit State","5.5.2","Service Limit State","5.5.2","Service Limit State","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.5.3","Fatigue Limit State","5.5.3","Fatigue Limit State","5.5.3","Fatigue Limit State","5.5.3","Fatigue Limit State","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.5.3.1","General","5.5.3.1","General","5.5.3.1","General","5.5.3.1","General","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
[{"$f":"A61&\"-1\"","v":"5.5.3.1-1"},null,{"$f":"C61&\"-1\"","v":"5.5.3.1-1"},null,{"$f":"E61&\"-1\"","v":"5.5.3.1-1"},null,{"$f":"G61&\"-1\"","v":"5.5.3.1-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.5.3.2","Reinforcing Bars","5.5.3.2","Reinforcing Bars","5.5.3.2","Reinforcing Bars","5.5.3.2","Reinforcing Bars and Welded Wire Fabric",null,"P",null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
[{"$f":"A63&\"-1\"","v":"5.5.3.2-1"},null,{"$f":"C63&\"-1\"","v":"5.5.3.2-1"},null,{"$f":"E63&\"-1\"","v":"5.5.3.2-1"},null,{"$f":"G63&\"-1\"","v":"5.5.3.2-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A64,LEN(A64)-1)&VALUE(RIGHT(A64,1))+1","v":"5.5.3.2-2"},null,{"$f":"LEFT(C64,LEN(C64)-1)&VALUE(RIGHT(C64,1))+1","v":"5.5.3.2-2"},null,"5.5.3.2-2",null,{"$f":"LEFT(G64,LEN(G64)-1)&VALUE(RIGHT(G64,1))+1","v":"5.5.3.2-2"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.5.3.3","Prestressing Tendons","5.5.3.3","Prestressing Tendons","5.5.3.3","Prestressing Tendons","5.5.3.3","Prestressing steel","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.5.3.4","Welded or Mechanical Splices of Reinforcement","5.5.3.4","Welded or Mechanical Splices of Reinforcement","5.5.3.4","Welded or Mechanical Splices of Reinforcement","5.5.3.4","Welded or Mechanical Splices of Reinforcement","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.5.4","Strength Limit State","5.5.4","Strength Limit State","5.5.4","Strength Limit State","5.5.4","Strength Limit State","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.5.4.1","General","5.5.4.1","General","5.5.4.1","General","5.5.4.1","General","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.5.4.2","Resistance Factors","5.5.4.2","Resistance Factors","5.5.4.2","Resistance Factors","5.5.4.2","Resistance Factors","P",null,null,null,null,"P",null,null,null,null,null,null,"P",null,null,{"$f":"IF(A70=\"\",\"\",IF(LEN(I70&J70&K70&L70&M70&N70&O70&P70&Q70&R70&S70&T70&U70&V70&W70)>0,IF(LEN(P70&Q70&R70)>0,\"2016\",IF(LEN(K70&L70&M70)>0,\"2015\",\"\")),\"XXXXXXXX\"))","v":""}]
["5.5.4.2.1","Conventional Construction","5.5.4.2.1","Conventional Construction","5.5.4.2.1","Conventional Construction","5.5.4.2","Resistance Factors","P",null,null,null,null,null,null,"P",null,null,null,null,"P",null,null,"2016"]
[{"$f":"A71&\"-1\"","v":"5.5.4.2.1-1"},null,{"$f":"C71&\"-1\"","v":"5.5.4.2.1-1"},null,{"$f":"E71&\"-1\"","v":"5.5.4.2.1-1"},null,{"$f":"G71&\"-1\"","v":"5.5.4.2-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A72,LEN(A72)-1)&VALUE(RIGHT(A72,1))+1","v":"5.5.4.2.1-2"},null,{"$f":"LEFT(C72,LEN(C72)-1)&VALUE(RIGHT(C72,1))+1","v":"5.5.4.2.1-2"},null,"5.5.4.2.1-2",null,{"$f":"LEFT(G72,LEN(G72)-1)&VALUE(RIGHT(G72,1))+1","v":"5.5.4.2-2"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.5.4.2.2","Segmental Construction","5.5.4.2.2","Segmental Construction","5.5.4.2.2","Segmental Construction","5.5.4.2","Resistance Factors","P",null,null,null,null,null,null,"P",null,null,null,null,"P",null,null,"2016"]
["5.5.4.2.3","Special Requirements for Seismic Zones 2, 3, and 4","5.5.4.2.3","Special Requirements for Seismic Zones 2, 3, and 4","5.5.4.2.3","Special Requirements for Seismic Zones 2, 3, and 4","5.5.5.2","Special Requirements for Seismic Zones 2, 3, and 4","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.5.4.3","Stability","5.5.4.3","Stability","5.5.4.3","Stability","5.5.4.3","Stability","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.5.5","Extreme Event Limit State","5.5.5","Extreme Event Limit State","5.5.5","Extreme Event Limit State","5.5.5","Extreme Event Limit State","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.5.5","Extreme Event Limit State","5.5.5","Extreme Event Limit State","5.5.5","Extreme Event Limit State","5.5.5.1","General","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,""]
[5.6,"Design Considerations",5.6,"Design Considerations",5.6,"Design Considerations",5.8,"Design of D-Regions","P",null,null,null,null,"P",null,null,null,null,null,null,null,"P",null,""]
["5.6.1","General","5.6.1","General","5.6.1","General","5.5.1.1","Limit-State Applicability",null,"P",null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
["5.6.2","Effects of Imposed Deformations","5.6.2","Effects of Imposed Deformations","5.6.2","Effects of Imposed Deformations","5.5.1.1","Limit-State Applicability","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["N/A",null,"N/A",null,"N/A",null,"5.8.1","General",null,null,null,null,null,null,null,null,null,null,null,null,null,"P",null,""]
["5.6.3","Strut and Tie Model","5.6.3","Strut and Tie Model","5.6.3","Strut-and-Tie Method","5.8.2","Strut-and-Tie Method (STM)","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.6.3.1","General","5.6.3.1","General","5.6.3.1","General","5.8.2.1","General",null,"P",null,null,null,null,null,"P","P",null,null,"P",null,null,null,"2016"]
["5.6.3.2","Structural Modeling","5.6.3.2","Structural Modeling","5.6.3.2","Structural Modeling","5.8.2.2","Structural Modeling","P",null,null,null,null,null,null,null,"P",null,null,"P",null,null,null,"2016"]
["N/A",null,"N/A",null,{"$f":"\"C\"&E86&\"-1\"","v":"C5.6.3.2-1"},null,{"$f":"\"C\"&G86&\"-1\"","v":"C5.8.2.2-1"},null,null,null,null,null,null,null,null,null,"P",null,"P",null,null,null,null,"2016"]
["5.6.3.2","Structural Modeling","5.6.3.2","Structural Modeling","5.6.3.3","Factored Resistance","5.8.2.3","Factored Resistance","P",null,null,null,null,null,null,null,"P",null,"P",null,null,null,null,"2016"]
[{"$f":"A88&\"-1\"","v":"5.6.3.2-1"},null,{"$f":"C88&\"-1\"","v":"5.6.3.2-1"},null,{"$f":"E88&\"-1\"","v":"5.6.3.3-1"},null,{"$f":"G88&\"-1\"","v":"5.8.2.3-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.6.3.3","Proportioning of Compressive Struts","5.6.3.3","Proportioning of Compressive Struts","N/A",null,"N/A",null,"P",null,null,null,null,null,null,null,null,"P",null,null,null,null,null,"2016"]
["5.6.3.3.1","Strength of Unreinforced Struts","5.6.3.3.1","Strength of Unreinforced Struts","N/A",null,"N/A",null,"P",null,null,null,null,null,null,null,null,"P",null,null,null,null,null,"2016"]
["5.6.3.4","Proportioning of Tensile Ties","5.6.3.4","Proportioning of Tensile Ties","5.6.3.4","Proportioning of Ties","5.8.2.4","Proportioning of Ties","P",null,null,null,null,null,"P",null,null,null,"P",null,null,null,null,""]
["5.6.3.4.1","Strength of Tie","5.6.3.4.1","Strength of Tie","5.6.3.4.1","Strength of Tie","5.8.2.4.1","Strength of Tie","P",null,null,null,null,null,null,"P",null,null,null,"P",null,null,null,"2016"]
[{"$f":"A93&\"-1\"","v":"5.6.3.4.1-1"},null,{"$f":"C93&\"-1\"","v":"5.6.3.4.1-1"},null,{"$f":"E93&\"-1\"","v":"5.6.3.4.1-1"},null,{"$f":"G93&\"-1\"","v":"5.8.2.4.1-1"},null,"P",null,null,null,null,null,"P",null,null,null,null,"P",null,null,null,""]
["5.6.3.4.2","Anchorage of Tie","5.6.3.4.2","Anchorage of Tie","5.6.3.4.2","Anchorage of Tie","5.8.2.4.2","Anchorage of Tie","P",null,null,null,null,null,null,"P",null,null,null,"P",null,null,null,"2016"]
["N/A",null,"N/A",null,"5.6.3.5","Proportioning of Node Regions","5.8.2.5","Proportioning of Node Regions",null,null,null,null,null,null,null,null,"P",null,"P",null,null,null,null,"2016"]
["N/A",null,"N/A",null,"5.6.3.5.1","Strength of the Node Face","5.8.2.5","Proportioning of Node Regions",null,null,null,null,null,null,null,null,"P",null,null,"P",null,null,null,"2016"]
["N/A",null,"N/A",null,{"$f":"E97&\"-1\"","v":"5.6.3.5.1-1"},"Pn = fcuAcn",{"$f":"G97&\"-1\"","v":"5.8.2.5-1"},"Pn = fcuAcn",null,null,null,null,null,null,null,null,"P",null,"P",null,null,null,null,"2016"]
["5.6.3.3.2","Efffective Cross-Sectional Area of Strut","5.6.3.3.2","Efffective Cross-Sectional Area of Strut","5.6.3.5.2","Effective Cross-Sectional Area of Node Face","5.8.2.5.2","Effective Cross-Sectional Area of Node Face","P",null,null,null,null,null,null,null,"P",null,null,"P",null,null,null,"2016"]
["5.6.3.3.3","Limiting Compressive Stress in Strut","5.6.3.3.3","Limiting Compressive Stress in Strut","N/A",null,"N/A",null,"P",null,null,null,null,null,null,null,null,"P",null,null,null,null,null,"2016"]
[{"$f":"A100&\"-1\"","v":"5.6.3.3.3-1"},null,{"$f":"C100&\"-1\"","v":"5.6.3.3.3-1"},null,"N/A",null,"N/A",null,"P",null,null,null,null,null,null,null,null,"P",null,null,null,null,null,"2016"]
[{"$f":"LEFT(A101,LEN(A101)-1)&VALUE(RIGHT(A101,1))+1","v":"5.6.3.3.3-2"},null,{"$f":"LEFT(C101,LEN(C101)-1)&VALUE(RIGHT(C101,1))+1","v":"5.6.3.3.3-2"},null,"N/A",null,"N/A",null,"P",null,null,null,null,null,null,null,null,"P",null,null,null,null,null,"2016"]
["5.6.3.3.4","Reinforced Strut","5.6.3.3.4","Reinforced Strut","N/A",null,"N/A",null,"P",null,null,null,null,null,null,null,null,"P",null,null,null,null,null,"2016"]
[{"$f":"A103&\"-1\"","v":"5.6.3.3.4-1"},null,{"$f":"C103&\"-1\"","v":"5.6.3.3.4-1"},null,"N/A",null,"N/A",null,"P",null,null,null,null,null,null,null,null,"P",null,null,null,null,null,"2016"]
["5.6.3.5","Proportioning of Node Regions","5.6.3.5","Proportioning of Node Regions","5.6.3.5.3","Limiting Compressive Stress at the Node Face","5.8.2.5.3","Limiting Compressive Stress at the Node Face","P",null,null,null,null,null,null,null,"P",null,"P",null,null,null,null,"2016"]
["5.6.3.5","Proportioning of Node Regions","5.6.3.5","Proportioning of Node Regions","5.6.3.5.3a","General","5.8.2.5.3a","General","P",null,null,null,null,null,null,null,"P",null,null,"P",null,null,null,"2016"]
["N/A",null,"N/A",null,{"$f":"E106&\"-1\"","v":"5.6.3.5.3a-1"},"fcu = mνf ′c",{"$f":"G106&\"-1\"","v":"5.8.2.5.3a-1"},"fcu = mνf ′c",null,null,null,null,null,null,null,null,"P",null,"P",null,null,null,null,"2016"]
["5.6.3.5","Proportioning of Node Regions","5.6.3.5","Proportioning of Node Regions","5.6.3.5.3b","Back Face of a CCT Node","5.8.2.5.3b","Back Face of a CCT Node","P",null,null,null,null,null,null,null,"P",null,null,"P",null,null,null,"2016"]
["5.6.3.6","Crack Control Reinforcement","5.6.3.6","Crack Control Reinforcement","5.6.3.6","Crack Control Reinforcement","5.8.2.6","Crack Control Reinforcement","P",null,null,null,null,null,null,"P",null,null,null,"P",null,null,null,"2016"]
[{"$f":"A109&\"-1\"","v":"5.6.3.6-1"},null,{"$f":"C109&\"-1\"","v":"5.6.3.6-1"},null,{"$f":"E109&\"-1\"","v":"5.6.3.6-1"},null,{"$f":"G109&\"-1\"","v":"5.8.2.6-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A110,LEN(A110)-1)&VALUE(RIGHT(A110,1))+1","v":"5.6.3.6-2"},null,{"$f":"LEFT(C110,LEN(C110)-1)&VALUE(RIGHT(C110,1))+1","v":"5.6.3.6-2"},null,{"$f":"LEFT(E110,LEN(E110)-1)&VALUE(RIGHT(E110,1))+1","v":"5.6.3.6-2"},null,"5.8.2.6-2",null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,""]
[5.7,"Design for Flexural and Axial Force Effects",5.7,"Design for Flexural and Axial Force Effects",5.7,"Design for Flexural and Axial Force Effects",5.6,"Design for Flexural and Axial Force Effects – B Regions","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.7.1","Assumptions for Service and Fatigue Limit States","5.7.1","Assumptions for Service and Fatigue Limit States","5.7.1","Assumptions for Service and Fatigue Limit States","5.6.1","Assumptions for Service and Fatigue Limit States","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.7.2","Assumptions for Strength and Extreme Event Limit States","5.7.2","Assumptions for Strength and Extreme Event Limit States","5.7.2","Assumptions for Strength and Extreme Event Limit States","5.6.2","Assumptions for Strength and Extreme Event Limit States",null,null,"P",null,null,"P",null,null,null,null,"P",null,null,null,null,"2015"]
["5.7.2.1","General","5.7.2.1","General","5.7.2.1","General","5.6.2.1","General",null,"P",null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
[{"$f":"A116&\"-1\"","v":"5.7.2.1-1"},null,{"$f":"C116&\"-1\"","v":"5.7.2.1-1"},null,{"$f":"E116&\"-1\"","v":"5.7.2.1-1"},null,{"$f":"G116&\"-1\"","v":"5.6.2.1-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.7.2.2","Rectangular Stress Distribution","5.7.2.2","Rectangular Stress Distribution","5.7.2.2","Rectangular Stress Distribution","5.6.2.2","Rectangular Stress Distribution",null,"P","P",null,null,"P",null,null,null,null,null,"P",null,null,null,"2015"]
["5.7.3","Flexural Members","5.7.3","Flexural Members","5.7.3","Flexural Members","5.6.3","Flexural Members",null,null,"P",null,null,"P",null,null,null,null,null,null,"P",null,null,"2015"]
["5.7.3.1","Stress in Prestressing Steel at Nominal Flexural Resistance","5.7.3.1","Stress in Prestressing Steel at Nominal Flexural Resistance","5.7.3.1","Stress in Prestressing Steel at Nominal Flexural Resistance","5.6.3.1","Stress in Prestressing Steel at Nominal Flexural Resistance","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.7.3.1.1","Components with Bonded Tendons","5.7.3.1.1","Components with Bonded Tendons","5.7.3.1.1","Components with Bonded Tendons","5.6.3.1.1","Components with Bonded Tendons",null,"P","P",null,null,"P",null,null,null,null,"P",null,null,null,null,"2015"]
[{"$f":"A121&\"-1\"","v":"5.7.3.1.1-1"},null,{"$f":"C121&\"-1\"","v":"5.7.3.1.1-1"},null,{"$f":"E121&\"-1\"","v":"5.7.3.1.1-1"},null,{"$f":"G121&\"-1\"","v":"5.6.3.1.1-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A122,LEN(A122)-1)&VALUE(RIGHT(A122,1))+1","v":"5.7.3.1.1-2"},null,{"$f":"LEFT(C122,LEN(C122)-1)&VALUE(RIGHT(C122,1))+1","v":"5.7.3.1.1-2"},null,"5.7.3.1.1-2",null,{"$f":"LEFT(G122,LEN(G122)-1)&VALUE(RIGHT(G122,1))+1","v":"5.6.3.1.1-2"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.7.3.1.1-3",null,{"$f":"LEFT(C123,LEN(C123)-1)&VALUE(RIGHT(C123,1))+1","v":"5.7.3.1.1-3"},null,"5.7.3.1.1-3",null,"5.6.3.1.1-3",null,null,null,"P",null,null,"P",null,null,null,null,"P",null,null,null,null,"2015"]
["5.7.3.1.1-4",null,{"$f":"LEFT(C124,LEN(C124)-1)&VALUE(RIGHT(C124,1))+1","v":"5.7.3.1.1-4"},null,"5.7.3.1.1-4",null,"5.6.3.1.1-4",null,null,null,"P",null,null,"P",null,null,null,null,"P",null,null,null,null,"2015"]
["5.7.3.1.2","Components with Unbonded Tendons","5.7.3.1.2","Components with Unbonded Tendons","5.7.3.1.2","Components with Unbonded Tendons","5.6.3.1.2","Components with Unbonded Tendons",null,null,"P",null,null,"P",null,null,null,null,"P",null,null,null,null,"2015"]
[{"$f":"A126&\"-1\"","v":"5.7.3.1.2-1"},null,{"$f":"C126&\"-1\"","v":"5.7.3.1.2-1"},null,{"$f":"E126&\"-1\"","v":"5.7.3.1.2-1"},null,{"$f":"G126&\"-1\"","v":"5.6.3.1.2-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A127,LEN(A127)-1)&VALUE(RIGHT(A127,1))+1","v":"5.7.3.1.2-2"},null,{"$f":"LEFT(C127,LEN(C127)-1)&VALUE(RIGHT(C127,1))+1","v":"5.7.3.1.2-2"},null,"5.7.3.1.2-2",null,{"$f":"LEFT(G127,LEN(G127)-1)&VALUE(RIGHT(G127,1))+1","v":"5.6.3.1.2-2"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.7.3.1.2-3",null,{"$f":"LEFT(C128,LEN(C128)-1)&VALUE(RIGHT(C128,1))+1","v":"5.7.3.1.2-3"},null,"5.7.3.1.2-3",null,"5.6.3.1.2-3",null,null,null,"P",null,null,"P",null,null,null,null,"P",null,null,null,null,"2015"]
["5.7.3.1.2-4",null,{"$f":"LEFT(C129,LEN(C129)-1)&VALUE(RIGHT(C129,1))+1","v":"5.7.3.1.2-4"},null,"5.7.3.1.2-4",null,"5.6.3.1.2-4",null,null,null,"P",null,null,"P",null,null,null,null,"P",null,null,null,null,"2015"]
[{"$f":"\"C\"&A126&\"-1\"","v":"C5.7.3.1.2-1"},null,{"$f":"\"C\"&C126&\"-1\"","v":"C5.7.3.1.2-1"},null,{"$f":"\"C\"&E126&\"-1\"","v":"C5.7.3.1.2-1"},null,{"$f":"\"C\"&G126&\"-1\"","v":"C5.6.3.1.2-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.7.3.1.3","Components with Both Bonded and Unbonded Tendons","5.7.3.1.3","Components with Both Bonded and Unbonded Tendons","5.7.3.1.3","Components with Both Bonded and Unbonded Tendons","5.6.3.1.3","Components with Both Bonded and Unbonded Tendons","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.7.3.1.3a","Detailed Analysis","5.7.3.1.3a","Detailed Analysis","5.7.3.1.3a","Detailed Analysis","5.6.3.1.3a","Detailed Analysis","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.7.3.1.3b","Simplified Analysis","5.7.3.1.3b","Simplified Analysis","5.7.3.1.3b","Simplified Analysis","5.6.3.1.3b","Simplified Analysis","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,{"$f":"IF(A134=\"\",\"\",IF(LEN(I134&J134&K134&L134&M134&N134&O134&P134&Q134&R134&S134&T134&U134&V134&W134)>0,IF(LEN(P134&Q134&R134)>0,\"2016\",IF(LEN(K134&L134&M134)>0,\"2015\",\"\")),\"XXXXXXXX\"))","v":""}]
["5.7.3.2","Flexural Resistance","5.7.3.2","Flexural Resistance","5.7.3.2","Flexural Resistance","5.6.3.2","Flexural Resistance","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.7.3.2.1","Factored Flexural Resistance","5.7.3.2.1","Factored Flexural Resistance","5.7.3.2.1","Factored Flexural Resistance","5.6.3.2.1","Factored Flexural Resistance","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"A136&\"-1\"","v":"5.7.3.2.1-1"},null,{"$f":"C136&\"-1\"","v":"5.7.3.2.1-1"},null,{"$f":"E136&\"-1\"","v":"5.7.3.2.1-1"},null,{"$f":"G136&\"-1\"","v":"5.6.3.2.1-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.7.3.2.2","Flanged Sections","5.7.3.2.2","Flanged Sections","5.7.3.2.2","Flanged Sections","5.6.3.2.2","Flanged Sections",null,null,"P",null,null,"P",null,null,null,null,"P",null,null,null,null,"2015"]
[{"$f":"A138&\"-1\"","v":"5.7.3.2.2-1"},null,{"$f":"C138&\"-1\"","v":"5.7.3.2.2-1"},null,{"$f":"E138&\"-1\"","v":"5.7.3.2.2-1"},null,{"$f":"G138&\"-1\"","v":"5.6.3.2.2-1"},null,null,null,"P",null,null,"P",null,null,null,null,"P",null,null,null,null,"2015"]
["5.7.3.2.3","Rectangular Sections","5.7.3.2.3","Rectangular Sections","5.7.3.2.3","Rectangular Sections","5.6.3.2.3","Rectangular Sections","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.7.3.2.4","Other Cross-Sections","5.7.3.2.4","Other Cross-Sections","5.7.3.2.4","Other Cross-Sections","5.6.3.2.4","Other Cross-Sections","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.7.3.2.5","Strain Compatibility Approach","5.7.3.2.5","Strain Compatibility Approach","5.7.3.2.5","Strain Compatibility Approach","5.6.3.2.5","Strain Compatibility Approach","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["N/A",null,"5.7.3.2.6","Composite Girder Section","5.7.3.2.6","Composite Girder Section","5.6.3.2.6","Composite Girder Section",null,null,null,"P",null,"P",null,null,null,null,"P",null,null,null,null,"2015"]
["5.7.3.3","Limits for Reinforcement","5.7.3.3","Limits for Reinforcement","5.7.3.3","Limits for Reinforcement","N/A",null,"P",null,null,null,null,"P",null,null,null,null,null,null,null,null,null,""]
["5.7.3.3.1","Maximum Reinforcement--- deleted 2005","5.7.3.3.1","Maximum Reinforcement--- deleted 2005","5.7.3.3.1","Maximum Reinforcement--- deleted 2005","N/A",null,"P",null,null,null,null,"P",null,null,null,null,null,null,null,null,null,""]
["5.7.3.3.2","Minimum Reinforcement","5.7.3.3.2","Minimum Reinforcement","5.7.3.3.2","Minimum Reinforcement","5.6.3.3","Minimum Reinforcement","P",null,null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
[{"$f":"A146&\"-1\"","v":"5.7.3.3.2-1"},null,{"$f":"C146&\"-1\"","v":"5.7.3.3.2-1"},null,{"$f":"E146&\"-1\"","v":"5.7.3.3.2-1"},null,{"$f":"G146&\"-1\"","v":"5.6.3.3-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.7.3.4","Control Cracking by Distribution of Reinforcement","5.7.3.4","Control Cracking by Distribution of Reinforcement","5.7.3.4","Control Cracking by Distribution of Reinforcement","5.6.7","Control Cracking by Distribution of Reinforcement",null,"P",null,null,null,null,"P","P",null,null,null,null,"P",null,null,"2016"]
[{"$f":"A148&\"-1\"","v":"5.7.3.4-1"},null,{"$f":"C148&\"-1\"","v":"5.7.3.4-1"},null,{"$f":"E148&\"-1\"","v":"5.7.3.4-1"},null,{"$f":"G148&\"-1\"","v":"5.6.7-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["N/A",null,"N/A",null,"N/A",null,{"$f":"LEFT(G149,LEN(G149)-1)&VALUE(RIGHT(G149,1))+1","v":"5.6.7-2"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A149,LEN(A149)-1)&VALUE(RIGHT(A149,1))+1","v":"5.7.3.4-2"},null,{"$f":"LEFT(C149,LEN(C149)-1)&VALUE(RIGHT(C149,1))+1","v":"5.7.3.4-2"},null,{"$f":"LEFT(E149,LEN(E149)-1)&VALUE(RIGHT(E149,1))+1","v":"5.7.3.4-2"},null,"5.6.7-3",null,"P",null,null,null,null,"P",null,null,null,null," ",null,null,null,null,""]
["5.7.3.5","Moment Redistribution","5.7.3.5","Moment Redistribution","5.7.3.5","Moment Redistribution","5.6.3.4","Moment Redistribution","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.7.3.6","Deformations","5.7.3.6","Deformations","5.7.3.6","Deformations","5.6.3.5","Deformations","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.7.3.6.1","General","5.7.3.6.1","General","5.7.3.6.1","General","5.6.3.5.1","General","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.7.3.6.2","Deflection and Camber","5.7.3.6.2","Deflection and Camber","5.7.3.6.2","Deflection and Camber","5.6.3.5.2","Deflection and Camber",null,"P",null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
[{"$f":"A155&\"-1\"","v":"5.7.3.6.2-1"},null,{"$f":"C155&\"-1\"","v":"5.7.3.6.2-1"},null,{"$f":"E155&\"-1\"","v":"5.7.3.6.2-1"},null,{"$f":"G155&\"-1\"","v":"5.6.3.5.2-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A156,LEN(A156)-1)&VALUE(RIGHT(A156,1))+1","v":"5.7.3.6.2-2"},null,{"$f":"LEFT(C156,LEN(C156)-1)&VALUE(RIGHT(C156,1))+1","v":"5.7.3.6.2-2"},null,"5.7.3.6.2-2",null,{"$f":"LEFT(G156,LEN(G156)-1)&VALUE(RIGHT(G156,1))+1","v":"5.6.3.5.2-2"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.7.3.6.3","Axial Deformation","5.7.3.6.3","Axial Deformation","5.7.3.6.3","Axial Deformation","5.6.3.5.3","Axial Deformation","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.7.4","Compression Members","5.7.4","Compression Members","5.7.4","Compression Members","5.6.4","Compression Members","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.7.4.1","General","5.7.4.1","General","5.7.4.1","General","5.6.4.1","General",null,"P",null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.7.4.2","Limits for Reinforcement","5.7.4.2","Limits for Reinforcement","5.7.4.2","Limits for Reinforcement","5.6.4.2","Limits for Reinforcement",null,"P","P",null,null,"P",null,null,null,null,null,"P",null,null,null,"2015"]
[{"$f":"A161&\"-1\"","v":"5.7.4.2-1"},null,{"$f":"C161&\"-1\"","v":"5.7.4.2-1"},null,{"$f":"E161&\"-1\"","v":"5.7.4.2-1"},null,{"$f":"G161&\"-1\"","v":"5.6.4.2-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A162,LEN(A162)-1)&VALUE(RIGHT(A162,1))+1","v":"5.7.4.2-2"},null,{"$f":"LEFT(C162,LEN(C162)-1)&VALUE(RIGHT(C162,1))+1","v":"5.7.4.2-2"},null,"5.7.4.2-2",null,{"$f":"LEFT(G162,LEN(G162)-1)&VALUE(RIGHT(G162,1))+1","v":"5.6.4.2-2"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.7.4.2-3",null,{"$f":"LEFT(C163,LEN(C163)-1)&VALUE(RIGHT(C163,1))+1","v":"5.7.4.2-3"},null,"5.7.4.2-3",null,"5.6.4.2-3",null,null,"P",null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["N/A",null,"N/A",null,"N/A","but not greater than 0.015","5.6.4.2-4",null,null,null,null,null,null,null,null,null,null,null,null,"P",null,null,null,""]
["5.7.4.3","Approximate Evaluation of Slenderness Effects","5.7.4.3","Approximate Evaluation of Slenderness Effects","5.7.4.3","Approximate Evaluation of Slenderness Effects","5.6.4.3","Approximate Evaluation of Slenderness Effects","P",null,null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
[{"$f":"A166&\"-1\"","v":"5.7.4.3-1"},null,{"$f":"C166&\"-1\"","v":"5.7.4.3-1"},null,{"$f":"E166&\"-1\"","v":"5.7.4.3-1"},null,{"$f":"G166&\"-1\"","v":"5.6.4.3-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A167,LEN(A167)-1)&VALUE(RIGHT(A167,1))+1","v":"5.7.4.3-2"},null,{"$f":"LEFT(C167,LEN(C167)-1)&VALUE(RIGHT(C167,1))+1","v":"5.7.4.3-2"},null,"5.7.4.3-2",null,{"$f":"LEFT(G167,LEN(G167)-1)&VALUE(RIGHT(G167,1))+1","v":"5.6.4.3-2"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.7.4.4","Factored Axial Resistance","5.7.4.4","Factored Axial Resistance","5.7.4.4","Factored Axial Resistance","5.6.4.4","Factored Axial Resistance",null,null,"P",null,null,"P",null,null,null,null,null,null,"P",null,null,"2015"]
[{"$f":"A169&\"-1\"","v":"5.7.4.4-1"},null,{"$f":"C169&\"-1\"","v":"5.7.4.4-1"},null,{"$f":"E169&\"-1\"","v":"5.7.4.4-1"},null,{"$f":"G169&\"-1\"","v":"5.6.4.4-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A170,LEN(A170)-1)&VALUE(RIGHT(A170,1))+1","v":"5.7.4.4-2"},null,{"$f":"LEFT(C170,LEN(C170)-1)&VALUE(RIGHT(C170,1))+1","v":"5.7.4.4-2"},null,"5.7.4.4-2",null,{"$f":"LEFT(G170,LEN(G170)-1)&VALUE(RIGHT(G170,1))+1","v":"5.6.4.4-2"},null,null,null,"P",null,null,"P",null,null,null,null,"P",null,null,null,null,"2015"]
["5.7.4.4-3",null,{"$f":"LEFT(C171,LEN(C171)-1)&VALUE(RIGHT(C171,1))+1","v":"5.7.4.4-3"},null,"5.7.4.4-3",null,"5.6.4.4-3",null,null,null,"P",null,null,"P",null,null,null,null,"P",null,null,null,null,"2015"]
["5.7.4.5","Biaxial Flexure","5.7.4.5","Biaxial Flexure","5.7.4.5","Biaxial Flexure","5.6.4.5","Biaxial Flexure",null,null,"P",null,null,"P",null,null,null,null,"P",null,null,null,null,"2015"]
[{"$f":"A173&\"-1\"","v":"5.7.4.5-1"},null,{"$f":"C173&\"-1\"","v":"5.7.4.5-1"},null,{"$f":"E173&\"-1\"","v":"5.7.4.5-1"},null,{"$f":"G173&\"-1\"","v":"5.6.4.5-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A174,LEN(A174)-1)&VALUE(RIGHT(A174,1))+1","v":"5.7.4.5-2"},null,{"$f":"LEFT(C174,LEN(C174)-1)&VALUE(RIGHT(C174,1))+1","v":"5.7.4.5-2"},null,"5.7.4.5-2",null,{"$f":"LEFT(G174,LEN(G174)-1)&VALUE(RIGHT(G174,1))+1","v":"5.6.4.5-2"},null,null,null,"P",null,null,"P",null,null,null,null,"P",null,null,null,null,"2015"]
["5.7.4.5-3",null,{"$f":"LEFT(C175,LEN(C175)-1)&VALUE(RIGHT(C175,1))+1","v":"5.7.4.5-3"},null,"5.7.4.5-3",null,"5.6.4.5-3",null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.7.4.6","Spirals, Hoops and Ties","5.7.4.6","Spirals, Hoops and Ties","5.7.4.6","Spirals and Ties","5.6.4.6","Spirals, Hoops and Ties",null,null,"P",null,null,"P",null,null,null,null,null,"P",null,null,null,"2015"]
[{"$f":"A177&\"-1\"","v":"5.7.4.6-1"},null,{"$f":"C177&\"-1\"","v":"5.7.4.6-1"},null,{"$f":"E177&\"-1\"","v":"5.7.4.6-1"},null,{"$f":"G177&\"-1\"","v":"5.6.4.6-1"},null,"P",null,null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
["5.7.4.7","Hollow Rectangular Compression Members","5.7.4.7","Hollow Rectangular Compression Members","5.7.4.7","Hollow Rectangular Compression Members","5.6.4.7","Hollow Rectangular Compression Members","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.7.4.7.1","Wall Slenderness Ratio","5.7.4.7.1","Wall Slenderness Ratio","5.7.4.7.1","Wall Slenderness Ratio","5.6.4.7.1","Wall Slenderness Ratio","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"A180&\"-1\"","v":"5.7.4.7.1-1"},null,{"$f":"C180&\"-1\"","v":"5.7.4.7.1-1"},null,{"$f":"E180&\"-1\"","v":"5.7.4.7.1-1"},null,{"$f":"G180&\"-1\"","v":"5.6.4.7.1-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.7.4.7.2","Limitations on the Use of the Rectangular Stress Block Method","5.7.4.7.2","Limitations on the Use of the Rectangular Stress Block Method","5.7.4.7.2","Limitations on the Use of the Rectangular Stress Block Method","5.6.4.7.2","Limitations on the Use of the Rectangular Stress Block Method","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.7.4.7.2a","General","5.7.4.7.2a","General","5.7.4.7.2a","General","5.6.4.7.2a","General","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.7.4.7.2b","Refined Method for Adjusting Maximum Usable Strain Limit","5.7.4.7.2b","Refined Method for Adjusting Maximum Usable Strain Limit","5.7.4.7.2b","Refined Method for Adjusting Maximum Usable Strain Limit","5.6.4.7.2b","Refined Method for Adjusting Maximum Usable Strain Limit","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.7.4.7.2c","Approximate Method for Adjusting Factored Resistance","5.7.4.7.2c","Approximate Method for Adjusting Factored Resistance","5.7.4.7.2c","Approximate Method for Adjusting Factored Resistance","5.6.4.7.2c","Approximate Method for Adjusting Factored Resistance","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"A185&\"-1\"","v":"5.7.4.7.2c-1"},null,{"$f":"C185&\"-1\"","v":"5.7.4.7.2c-1"},null,{"$f":"E185&\"-1\"","v":"5.7.4.7.2c-1"},null,{"$f":"G185&\"-1\"","v":"5.6.4.7.2c-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A186,LEN(A186)-1)&VALUE(RIGHT(A186,1))+1","v":"5.7.4.7.2c-2"},null,{"$f":"LEFT(C186,LEN(C186)-1)&VALUE(RIGHT(C186,1))+1","v":"5.7.4.7.2c-2"},null,"5.7.4.7.2c-2",null,{"$f":"LEFT(G186,LEN(G186)-1)&VALUE(RIGHT(G186,1))+1","v":"5.6.4.7.2c-2"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.7.4.7.2c-3",null,{"$f":"LEFT(C187,LEN(C187)-1)&VALUE(RIGHT(C187,1))+1","v":"5.7.4.7.2c-3"},null,"5.7.4.7.2c-3",null,"5.6.4.7.2c-3",null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.7.5","Bearing","5.7.5","Bearing","5.7.5","Bearing","5.6.5","Bearing",null,"P",null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
[{"$f":"A189&\"-1\"","v":"5.7.5-1"},null,{"$f":"C189&\"-1\"","v":"5.7.5-1"},null,{"$f":"E189&\"-1\"","v":"5.7.5-1"},null,{"$f":"G189&\"-1\"","v":"5.6.5-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A190,LEN(A190)-1)&VALUE(RIGHT(A190,1))+1","v":"5.7.5-2"},null,{"$f":"LEFT(C190,LEN(C190)-1)&VALUE(RIGHT(C190,1))+1","v":"5.7.5-2"},null,"5.7.5-2",null,{"$f":"LEFT(G190,LEN(G190)-1)&VALUE(RIGHT(G190,1))+1","v":"5.6.5-2"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.7.5-3",null,{"$f":"LEFT(C191,LEN(C191)-1)&VALUE(RIGHT(C191,1))+1","v":"5.7.5-3"},null,"5.7.5-3",null,"5.6.5-3",null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.7.5-4",null,{"$f":"LEFT(C192,LEN(C192)-1)&VALUE(RIGHT(C192,1))+1","v":"5.7.5-4"},null,"5.7.5-4",null,"5.6.5-4",null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.7.6","Tension Members","5.7.6","Tension Members","5.7.6","Tension Members","5.6.6","Tension Members","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.7.6.1","Factored Tension Resistance","5.7.6.1","Factored Tension Resistance","5.7.6.1","Factored Tension Resistance","5.6.6.1","Resistance to Tension","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
[{"$f":"A195&\"-1\"","v":"5.7.6.1-1"},null,{"$f":"C195&\"-1\"","v":"5.7.6.1-1"},null,{"$f":"E195&\"-1\"","v":"5.7.6.1-1"},null,{"$f":"G195&\"-1\"","v":"5.6.6.1-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.7.6.2","Resistance to Combinations of Tension and Flexure","5.7.6.2","Resistance to Combinations of Tension and Flexure","5.7.6.2","Resistance to Combinations of Tension and Flexure","5.6.6.2","Resistance to Combined Tension and Flexure","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
[null,null,null,null,null,null,null,null,"P",null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(A198=\"\",\"\",IF(LEN(I198&J198&K198&L198&M198&N198&O198&P198&Q198&R198&S198&T198&U198&V198&W198)>0,IF(LEN(P198&Q198&R198)>0,\"2016\",IF(LEN(K198&L198&M198)>0,\"2015\",\"\")),\"XXXXXXXX\"))","v":""}]
[5.8,"Shear and Torsion",5.8,"Shear and Torsion",5.8,"Shear and Torsion",5.7,"Design for Shear and Torsion – B Regions","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.8.1","Design Procedures","5.8.1","Design Procedures","5.8.1","Design Procedures","5.7.1","Design Procedures","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.8.1.1","Flexural Regions","5.8.1.1","Flexural Regions","5.8.1.1","Flexural Regions","5.7.1.1","Flexural Regions","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.8.1.2","Regions Near Discontinuities","5.8.1.2","Regions Near Discontinuities","5.8.1.2","Regions Near Discontinuities","5.7.1.2","Regions Near Discontinuities","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.8.1.3","Interface Regions","5.8.1.3","Interface Regions","5.8.1.3","Interface Regions","5.7.1.3","Interface Regions","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.8.1.4","Slabs and Footings","5.8.1.4","Slabs and Footings","5.8.1.4","Slabs and Footings","5.7.1.4","Slabs and Footings","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.8.1.5","Webs of Curved Post-Tensioned Box Girder Bridges","5.8.1.5","Webs of Curved Post-Tensioned Box Girder Bridges","5.8.1.5","Webs of Curved Post-Tensioned Box Girder Bridges","5.7.1.5","Webs of Curved Post-Tensioned Box Girder Bridges","P",null,null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
["5.8.2","General Requirements","5.8.2","General Requirements","5.8.2","General Requirements","5.7.2","General Requirements","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.8.2.1","General","5.8.2.1","General","5.8.2.1","General","5.7.2.1","General","P",null,null,null,null,null,null,"P",null,null,null,null,"P",null,null,"2016"]
[{"$f":"A207&\"-1\"","v":"5.8.2.1-1"},null,{"$f":"C207&\"-1\"","v":"5.8.2.1-1"},null,{"$f":"E207&\"-1\"","v":"5.8.2.1-1"},null,{"$f":"LEFT(G209,LEN(G209)-1)&VALUE(RIGHT(G209,1))+1","v":"5.7.2.1-2"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A208,LEN(A208)-1)&VALUE(RIGHT(A208,1))+1","v":"5.8.2.1-2"},null,{"$f":"LEFT(C208,LEN(C208)-1)&VALUE(RIGHT(C208,1))+1","v":"5.8.2.1-2"},null,"5.8.2.1-2",null,{"$f":"G207&\"-1\"","v":"5.7.2.1-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.8.2.1-3",null,{"$f":"LEFT(C209,LEN(C209)-1)&VALUE(RIGHT(C209,1))+1","v":"5.8.2.1-3"},null,"5.8.2.1-3",null,{"$f":"LEFT(G208,LEN(G208)-1)&VALUE(RIGHT(G208,1))+1","v":"5.7.2.1-3"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.8.2.1-4",null,{"$f":"LEFT(C210,LEN(C210)-1)&VALUE(RIGHT(C210,1))+1","v":"5.8.2.1-4"},null,"5.8.2.1-4",null,{"$f":"LEFT(G210,LEN(G210)-1)&VALUE(RIGHT(G210,1))+1","v":"5.7.2.1-4"},null,"P",null,null,null,null,null,null,"P",null,null,null,"P",null,null,null,"2016"]
["5.8.2.1-5",null,{"$f":"LEFT(C211,LEN(C211)-1)&VALUE(RIGHT(C211,1))+1","v":"5.8.2.1-5"},null,"5.8.2.1-5",null,"N/A",null,"P",null,null,null,null,"P",null,null,null,null,null,null,null,null,"P",""]
["5.8.2.1-6",null,{"$f":"LEFT(C212,LEN(C212)-1)&VALUE(RIGHT(C212,1))+1","v":"5.8.2.1-6"},null,"5.8.2.1-6",null,{"$f":"LEFT(G247,LEN(G247)-1)&VALUE(RIGHT(G247,1))+1","v":"5.7.3.4.2-5"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.8.2.1-7",null,{"$f":"LEFT(C213,LEN(C213)-1)&VALUE(RIGHT(C213,1))+1","v":"5.8.2.1-7"},null,"5.8.2.1-7",null,{"$f":"LEFT(G213,LEN(G213)-1)&VALUE(RIGHT(G213,1))+1","v":"5.7.3.4.2-6"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.8.2.2","Modifications for Lightweight Concrete","5.8.2.2","Modifications for Lightweight Concrete","5.8.2.2","Modifications for Lightweight Concrete","5.4.2.8","Concrete Density Modification Factor",null,"P",null,null,null,null,null,"P",null,null,null,null,null,null,"P","2016"]
["5.8.2.3","Transfer and Development Lengths","5.8.2.3","Transfer and Development Lengths","5.8.2.3","Transfer and Development Lengths","5.7.2.2","Transfer and Development Lengths","P",null,null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
["5.8.2.4","Regions Requiring Transverse Reinforcement","5.8.2.4","Regions Requiring Transverse Reinforcement","5.8.2.4","Regions Requiring Transverse Reinforcement","5.7.2.3","Regions Requiring Transverse Reinforcement","P",null,null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
[{"$f":"A217&\"-1\"","v":"5.8.2.4-1"},null,{"$f":"C217&\"-1\"","v":"5.8.2.4-1"},null,{"$f":"E217&\"-1\"","v":"5.8.2.4-1"},null,{"$f":"G217&\"-1\"","v":"5.7.2.3-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.8.2.5","Minimum Transverse Reinforcement","5.8.2.5","Minimum Transverse Reinforcement","5.8.2.5","Minimum Transverse Reinforcement","5.7.2.5","Minimum Transverse Reinforcement","P",null,null,null,null,null,null,"P",null,null,null,null,"P",null,null,"2016"]
[{"$f":"A219&\"-1\"","v":"5.8.2.5-1"},null,{"$f":"C219&\"-1\"","v":"5.8.2.5-1"},null,{"$f":"E219&\"-1\"","v":"5.8.2.5-1"},null,{"$f":"G219&\"-1\"","v":"5.7.2.5-1"},null,"P",null,null,null,null,null,null,"P",null,null,"P",null,null,null,null,"2016"]
["5.8.2.6","Types of Transverse Reinforcement","5.8.2.6","Types of Transverse Reinforcement","5.8.2.6","Types of Transverse Reinforcement","5.7.2.4","Types of Transverse Reinforcement","P",null,null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
["5.8.2.7","Maximum Spacing of Transverse Reinforcement","5.8.2.7","Maximum Spacing of Transverse Reinforcement","5.8.2.7","Maximum Spacing of Transverse Reinforcement","5.7.2.6","Maximum Spacing of Transverse Reinforcement",null,"P",null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
[{"$f":"A222&\"-1\"","v":"5.8.2.7-1"},null,{"$f":"C222&\"-1\"","v":"5.8.2.7-1"},null,{"$f":"E222&\"-1\"","v":"5.8.2.7-1"},null,{"$f":"G222&\"-1\"","v":"5.7.2.6-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A223,LEN(A223)-1)&VALUE(RIGHT(A223,1))+1","v":"5.8.2.7-2"},null,{"$f":"LEFT(C223,LEN(C223)-1)&VALUE(RIGHT(C223,1))+1","v":"5.8.2.7-2"},null,"5.8.2.7-2",null,{"$f":"LEFT(G223,LEN(G223)-1)&VALUE(RIGHT(G223,1))+1","v":"5.7.2.6-2"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.8.2.8","Design and Detailing Requirements","5.8.2.8","Design and Detailing Requirements","5.8.2.8","Design and Detailing Requirements","5.7.2.7","Design and Detailing Requirements","P",null,null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
["5.8.2.9","Shear Stress on Concrete","5.8.2.9","Shear Stress on Concrete","5.8.2.9","Shear Stress on Concrete","5.7.2.8","Shear Stress on Concrete","P",null,null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
[{"$f":"A226&\"-1\"","v":"5.8.2.9-1"},null,{"$f":"C226&\"-1\"","v":"5.8.2.9-1"},null,{"$f":"E226&\"-1\"","v":"5.8.2.9-1"},null,{"$f":"G226&\"-1\"","v":"5.7.2.8-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A227,LEN(A227)-1)&VALUE(RIGHT(A227,1))+1","v":"5.8.2.9-2"},null,{"$f":"LEFT(C227,LEN(C227)-1)&VALUE(RIGHT(C227,1))+1","v":"5.8.2.9-2"},null,"5.8.2.9-2",null,{"$f":"LEFT(G227,LEN(G227)-1)&VALUE(RIGHT(G227,1))+1","v":"5.7.2.8-2"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"\"C\"&A226&\"-1\"","v":"C5.8.2.9-1"},null,{"$f":"\"C\"&C226&\"-1\"","v":"C5.8.2.9-1"},null,{"$f":"\"C\"&E226&\"-1\"","v":"C5.8.2.9-1"},null,{"$f":"\"C\"&G226&\"-1\"","v":"C5.7.2.8-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["C5.8.2.9-2",null,{"$f":"LEFT(C229,LEN(C229)-1)&VALUE(RIGHT(C229,1))+1","v":"C5.8.2.9-2"},null,"C5.8.2.9-2",null,"C5.7.2.8-2",null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.8.3","Sectional Design Model","5.8.3","Sectional Design Model","5.8.3","Sectional Design Model","5.7.3","Sectional Design Model","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.8.3.1","General","5.8.3.1","General","5.8.3.1","General","5.7.3.1","General",null,"P","P",null,null,"P",null,null,null,null,null,null,"P",null,null,"2015"]
["5.8.3.2","Sections Near Supports","5.8.3.2","Sections Near Supports","5.8.3.2","Sections Near Supports","5.7.3.2","Sections Near Supports",null,"P",null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
["5.8.3.3","Nominal Shear Resistance","5.8.3.3","Nominal Shear Resistance","5.8.3.3","Nominal Shear Resistance","5.7.3.3","Nominal Shear Resistance",null,"P",null,null,null,null,"P","P",null,null,null,null,"P",null,null,"2016"]
[{"$f":"A234&\"-1\"","v":"5.8.3.3-1"},null,{"$f":"C234&\"-1\"","v":"5.8.3.3-1"},null,{"$f":"E234&\"-1\"","v":"5.8.3.3-1"},null,{"$f":"G234&\"-1\"","v":"5.7.3.3-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A235,LEN(A235)-1)&VALUE(RIGHT(A235,1))+1","v":"5.8.3.3-2"},null,{"$f":"LEFT(C235,LEN(C235)-1)&VALUE(RIGHT(C235,1))+1","v":"5.8.3.3-2"},null,"5.8.3.3-2",null,{"$f":"LEFT(G235,LEN(G235)-1)&VALUE(RIGHT(G235,1))+1","v":"5.7.3.3-2"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.8.3.3-3",null,{"$f":"LEFT(C236,LEN(C236)-1)&VALUE(RIGHT(C236,1))+1","v":"5.8.3.3-3"},null,"5.8.3.3-3",null,"5.7.3.3-3",null,"P",null,null,null,null,null,null,"P",null,null,"P",null,null,null,null,"2016"]
["5.8.3.3-4",null,{"$f":"LEFT(C237,LEN(C237)-1)&VALUE(RIGHT(C237,1))+1","v":"5.8.3.3-4"},null,"5.8.3.3-4",null,"5.7.3.3-4",null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.8.3.3-5",null,{"$f":"LEFT(C238,LEN(C238)-1)&VALUE(RIGHT(C238,1))+1","v":"5.8.3.3-5"},null,"5.8.3.3-5",null,"5.7.3.3-5",null,"P",null,null,null,null,null,null,"P",null,null,"P",null,null,null,null,"2016"]
[{"$f":"\"C\"&A234&\"-1\"","v":"C5.8.3.3-1"},null,{"$f":"\"C\"&C234&\"-1\"","v":"C5.8.3.3-1"},null,{"$f":"\"C\"&E234&\"-1\"","v":"C5.8.3.3-1"},null,{"$f":"\"C\"&G234&\"-1\"","v":"C5.7.3.3-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.8.3.4","Procedures for Determining Shear Resistance","5.8.3.4","Procedures for Determining Shear Resistance","5.8.3.4","Procedures for Determining Shear Resistance","5.7.3.4","Procedures for Determining Shear Resistance Parameters β and θ","P",null,null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
["5.8.3.4.1","Simplified Procedure for Nonprestressed Sections","5.8.3.4.1","Simplified Procedure for Nonprestressed Sections","5.8.3.4.1","Simplified Procedure for Nonprestressed Sections","5.7.3.4.1","Simplified Procedure for Nonprestressed Sections","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.8.3.4.2","General Procedure","5.8.3.4.2","General Procedure","5.8.3.4.2","General Procedure","5.7.3.4.2","General Procedure","P",null,null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
[{"$f":"A243&\"-1\"","v":"5.8.3.4.2-1"},null,{"$f":"C243&\"-1\"","v":"5.8.3.4.2-1"},null,{"$f":"E243&\"-1\"","v":"5.8.3.4.2-1"},null,{"$f":"G243&\"-1\"","v":"5.7.3.4.2-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A244,LEN(A244)-1)&VALUE(RIGHT(A244,1))+1","v":"5.8.3.4.2-2"},null,{"$f":"LEFT(C244,LEN(C244)-1)&VALUE(RIGHT(C244,1))+1","v":"5.8.3.4.2-2"},null,"5.8.3.4.2-2",null,{"$f":"LEFT(G244,LEN(G244)-1)&VALUE(RIGHT(G244,1))+1","v":"5.7.3.4.2-2"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.8.3.4.2-3",null,{"$f":"LEFT(C245,LEN(C245)-1)&VALUE(RIGHT(C245,1))+1","v":"5.8.3.4.2-3"},null,"5.8.3.4.2-3",null,"5.7.3.4.2-3",null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.8.3.4.2-4",null,{"$f":"LEFT(C246,LEN(C246)-1)&VALUE(RIGHT(C246,1))+1","v":"5.8.3.4.2-4"},null,"5.8.3.4.2-4",null,"5.7.3.4.2-4",null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A247,LEN(A247)-1)&VALUE(RIGHT(A247,1))+1","v":"5.8.3.4.2-5"},null,{"$f":"LEFT(C247,LEN(C247)-1)&VALUE(RIGHT(C247,1))+1","v":"5.8.3.4.2-5"},null,{"$f":"LEFT(E247,LEN(E247)-1)&VALUE(RIGHT(E247,1))+1","v":"5.8.3.4.2-5"},null,{"$f":"LEFT(G214,LEN(G214)-1)&VALUE(RIGHT(G214,1))+1","v":"5.7.3.4.2-7"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.8.3.4.3","Simplified Procedure for Prestressed and Nonprestressed Sections","5.8.3.4.3","Simplified Procedure for Prestressed and Nonprestressed Sections","5.8.3.4.3","Simplified Procedure for Prestressed and Nonprestressed Sections","N/A",null,null,"P",null,null,null,null,"P","P",null,null,null,null,null,null,"P","2016"]
[{"$f":"A249&\"-1\"","v":"5.8.3.4.3-1"},null,{"$f":"C249&\"-1\"","v":"5.8.3.4.3-1"},null,{"$f":"E249&\"-1\"","v":"5.8.3.4.3-1"},null,"N/A",null,"P",null,null,null,null,null,null,"P",null,null,null,null,null,null,"P","2016"]
[{"$f":"LEFT(A250,LEN(A250)-1)&VALUE(RIGHT(A250,1))+1","v":"5.8.3.4.3-2"},null,{"$f":"LEFT(C250,LEN(C250)-1)&VALUE(RIGHT(C250,1))+1","v":"5.8.3.4.3-2"},null,"5.8.3.4.3-2",null,"N/A",null,"P",null,null,null,null,null,null,"P",null,null,null,null,null,null,"P","2016"]
["5.8.3.4.3-3",null,{"$f":"LEFT(C251,LEN(C251)-1)&VALUE(RIGHT(C251,1))+1","v":"5.8.3.4.3-3"},null,"5.8.3.4.3-3",null,"N/A",null,"P",null,null,null,null,null,null,"P",null,null,null,null,null,null,"P","2016"]
["5.8.3.4.3-4",null,{"$f":"LEFT(C252,LEN(C252)-1)&VALUE(RIGHT(C252,1))+1","v":"5.8.3.4.3-4"},null,"5.8.3.4.3-4",null,"N/A",null,"P",null,null,null,null,null,null,"P",null,null,null,null,null,null,"P","2016"]
["5.8.3.5","Longitudinal Reinforcement","5.8.3.5","Longitudinal Reinforcement","5.8.3.5","Longitudinal Reinforcement","5.7.3.5","Longitudinal Reinforcement","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"A254&\"-1\"","v":"5.8.3.5-1"},null,{"$f":"C254&\"-1\"","v":"5.8.3.5-1"},null,{"$f":"E254&\"-1\"","v":"5.8.3.5-1"},null,{"$f":"G254&\"-1\"","v":"5.7.3.5-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A255,LEN(A255)-1)&VALUE(RIGHT(A255,1))+1","v":"5.8.3.5-2"},null,{"$f":"LEFT(C255,LEN(C255)-1)&VALUE(RIGHT(C255,1))+1","v":"5.8.3.5-2"},null,"5.8.3.5-2",null,{"$f":"LEFT(G255,LEN(G255)-1)&VALUE(RIGHT(G255,1))+1","v":"5.7.3.5-2"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.8.3.6","Sections Subjected to Combined Shear and Torsion","5.8.3.6","Sections Subjected to Combined Shear and Torsion","5.8.3.6","Sections Subjected to Combined Shear and Torsion","5.7.3.6","Sections Subjected to Combined Shear and Torsion","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.8.3.6.1","Transverse Reinforcement","5.8.3.6.1","Transverse Reinforcement","5.8.3.6.1","Transverse Reinforcement","5.7.3.6.1","Transverse Reinforcement","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.8.3.6.2","Torsional Resistance","5.8.3.6.2","Torsional Resistance","5.8.3.6.2","Torsional Resistance","5.7.3.6.2","Torsional Resistance","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
[{"$f":"A259&\"-1\"","v":"5.8.3.6.2-1"},null,{"$f":"C259&\"-1\"","v":"5.8.3.6.2-1"},null,{"$f":"E259&\"-1\"","v":"5.8.3.6.2-1"},null,{"$f":"G259&\"-1\"","v":"5.7.3.6.2-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.8.3.6.3","Longitudinal Reinforcement","5.8.3.6.3","Longitudinal Reinforcement","5.8.3.6.3","Longitudinal Reinforcement","5.7.3.6.3","Longitudinal Reinforcement","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
[{"$f":"A261&\"-1\"","v":"5.8.3.6.3-1"},null,{"$f":"C261&\"-1\"","v":"5.8.3.6.3-1"},null,{"$f":"E261&\"-1\"","v":"5.8.3.6.3-1"},null,{"$f":"G261&\"-1\"","v":"5.7.3.6.3-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,{"$f":"IF(A262=\"\",\"\",IF(LEN(I262&J262&K262&L262&M262&N262&O262&P262&Q262&R262&S262&T262&U262&V262&W262)>0,IF(LEN(P262&Q262&R262)>0,\"2016\",IF(LEN(K262&L262&M262)>0,\"2015\",\"\")),\"XXXXXXXX\"))","v":""}]
[{"$f":"LEFT(A262,LEN(A262)-1)&VALUE(RIGHT(A262,1))+1","v":"5.8.3.6.3-2"},null,{"$f":"LEFT(C262,LEN(C262)-1)&VALUE(RIGHT(C262,1))+1","v":"5.8.3.6.3-2"},null,"5.8.3.6.3-2",null,{"$f":"LEFT(G262,LEN(G262)-1)&VALUE(RIGHT(G262,1))+1","v":"5.7.3.6.3-2"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.8.4","Interface Shear Transfer—Shear Friction","5.8.4","Interface Shear Transfer—Shear Friction","5.8.4","Interface Shear Transfer—Shear Friction","5.7.4","Interface Shear Transfer—Shear Friction","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.8.4.1","General","5.8.4.1","General","5.8.4.1","General","5.7.4.1","General","P",null,null,null,null,null,"P",null,null,null,null,"P",null,null,null,""]
["5.8.4.1","General","5.8.4.1","General","5.8.4.1","General","5.7.4.3","Interface Shear Resistance","P",null,null,null,null,null,"P",null,null,null,null,"P",null,null,null,""]
[{"$f":"A266&\"-1\"","v":"5.8.4.1-1"},"Vri = fVni",{"$f":"C266&\"-1\"","v":"5.8.4.1-1"},"Vri = fVni",{"$f":"E266&\"-1\"","v":"5.8.4.1-1"},"Vri = fVni",{"$f":"G266&\"-1\"","v":"5.7.4.3-1"},"Vri = fVni","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A267,LEN(A267)-1)&VALUE(RIGHT(A267,1))+1","v":"5.8.4.1-2"},"Vri ³ Vui",{"$f":"LEFT(C267,LEN(C267)-1)&VALUE(RIGHT(C267,1))+1","v":"5.8.4.1-2"},"Vri ³ Vui","5.8.4.1-2","Vri ³ Vui",{"$f":"LEFT(G267,LEN(G267)-1)&VALUE(RIGHT(G267,1))+1","v":"5.7.4.3-2"},"Vri ³ Vui","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.8.4.1-3","Vni =  cAcv + m (Avf fy + Pc)",{"$f":"LEFT(C268,LEN(C268)-1)&VALUE(RIGHT(C268,1))+1","v":"5.8.4.1-3"},"Vni =  cAcv + m (Avf fy + Pc)","5.8.4.1-3","Vni =  cAcv + m (Avf fy + Pc)","5.7.4.3-3","Vni =  cAcv + m (Avf fy + Pc)","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.8.4.1-4","Vni £ K1 f ′c Acv, ",{"$f":"LEFT(C269,LEN(C269)-1)&VALUE(RIGHT(C269,1))+1","v":"5.8.4.1-4"},"Vni £ K1 f ′c Acv, ","5.8.4.1-4","Vni £ K1 f ′c Acv, ","5.7.4.3-4","Vni £ K1 f ′c Acv, ","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.8.4.1-5","Vni £ K2 Acv",{"$f":"LEFT(C270,LEN(C270)-1)&VALUE(RIGHT(C270,1))+1","v":"5.8.4.1-5"},"Vni £ K2 Acv","5.8.4.1-5","Vni £ K2 Acv","5.7.4.3-5","Vni £ K2 Acv","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.8.4.1-6","Acv = bvi Lvi",{"$f":"LEFT(C271,LEN(C271)-1)&VALUE(RIGHT(C271,1))+1","v":"5.8.4.1-6"},"Acv = bvi Lvi","5.8.4.1-6","Acv = bvi Lvi","5.7.4.3-6","Acv = bvi Lvi","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.8.4.1","General","5.8.4.1","General","5.8.4.1","General","5.7.4.6","Interface Shear in Box Girder Bridges","P",null,null,null,null,null,"P",null,null,null,null,null,null,"P",null,""]
["5.8.4.2","Computation of the Factored Interface Shear Force, Vui, for Girder/Slab Bridges","5.8.4.2","Computation of the Factored Interface Shear Force, Vui, for Girder/Slab Bridges","5.8.4.2","Computation of the Factored Interface Shear Force, Vui, for Girder/Slab Bridges","5.7.4.5","Computation of the Factored Interface Shear Force for Girder/Slab Bridges","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
[{"$f":"A274&\"-1\"","v":"5.8.4.2-1"},null,{"$f":"C274&\"-1\"","v":"5.8.4.2-1"},null,{"$f":"E274&\"-1\"","v":"5.8.4.2-1"},null,{"$f":"G274&\"-1\"","v":"5.7.4.5-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A275,LEN(A275)-1)&VALUE(RIGHT(A275,1))+1","v":"5.8.4.2-2"},null,{"$f":"LEFT(C275,LEN(C275)-1)&VALUE(RIGHT(C275,1))+1","v":"5.8.4.2-2"},null,"5.8.4.2-2",null,{"$f":"LEFT(G275,LEN(G275)-1)&VALUE(RIGHT(G275,1))+1","v":"5.7.4.5-2"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.8.4.2-3",null,{"$f":"LEFT(C276,LEN(C276)-1)&VALUE(RIGHT(C276,1))+1","v":"5.8.4.2-3"},null,"5.8.4.2-3",null,"5.7.4.5-3",null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"\"C\"&A274&\"-1\"","v":"C5.8.4.2-1"},"Mu2 = M1 + V1 Dℓ",{"$f":"\"C\"&C274&\"-1\"","v":"C5.8.4.2-1"},"Mu2 = M1 + V1 Dℓ",{"$f":"\"C\"&E274&\"-1\"","v":"C5.8.4.2-1"},"Mu2 = M1 + V1 Dℓ",{"$f":"\"C\"&G274&\"-1\"","v":"C5.7.4.5-1"},"Mu2 = M1 + V1 Dℓ","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["C5.8.4.2-2",null,{"$f":"LEFT(C278,LEN(C278)-1)&VALUE(RIGHT(C278,1))+1","v":"C5.8.4.2-2"},null,"C5.8.4.2-2",null,"C5.7.4.5-2",null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["C5.8.4.2-3",null,{"$f":"LEFT(C279,LEN(C279)-1)&VALUE(RIGHT(C279,1))+1","v":"C5.8.4.2-3"},null,"C5.8.4.2-3",null,"C5.7.4.5-3",null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["C5.8.4.2-4",null,{"$f":"LEFT(C280,LEN(C280)-1)&VALUE(RIGHT(C280,1))+1","v":"C5.8.4.2-4"},null,"C5.8.4.2-4",null,"C5.7.4.5-4",null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["C5.8.4.2-5","Vh = Cu2 – C1",{"$f":"LEFT(C281,LEN(C281)-1)&VALUE(RIGHT(C281,1))+1","v":"C5.8.4.2-5"},"Vh = Cu2 – C1","C5.8.4.2-5","Vh = Cu2 – C1","C5.7.4.5-5","Vh = Cu2 – C1","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["C5.8.4.2-6",null,{"$f":"LEFT(C282,LEN(C282)-1)&VALUE(RIGHT(C282,1))+1","v":"C5.8.4.2-6"},null,"C5.8.4.2-6",null,"C5.7.4.5-6",null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["C5.8.4.2-7",null,{"$f":"LEFT(C283,LEN(C283)-1)&VALUE(RIGHT(C283,1))+1","v":"C5.8.4.2-7"},null,"C5.8.4.2-7",null,"C5.7.4.5-7",null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.8.4.3","Cohesion and Friction Factors","5.8.4.3","Cohesion and Friction Factors","5.8.4.3","Cohesion and Friction Factors","5.7.4.4","Cohesion and Friction Factors","P",null,null,null,null,null,"P",null,null,null,null,"P",null,null,null,""]
["5.8.4.4","Minimum Area of Interface Shear Reinforcement","5.8.4.4","Minimum Area of Interface Shear Reinforcement","5.8.4.4","Minimum Area of Interface Shear Reinforcement","5.7.4.2","Minimum Area of Interface Shear Reinforcement","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
[{"$f":"A286&\"-1\"","v":"5.8.4.4-1"},null,{"$f":"C286&\"-1\"","v":"5.8.4.4-1"},null,{"$f":"E286&\"-1\"","v":"5.8.4.4-1"},null,{"$f":"G286&\"-1\"","v":"5.7.4.2-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.8.5","Principal Tensile Stresses in Webs","5.8.5","Principal Tensile Stresses in Webs","5.8.5","Principal Tensile Stresses in Webs of Segmental Concrete Bridges","5.9.2.3.3","Principal Tensile Stresses in Webs",null,"P",null,null,null,"P",null,null,null,null,null,null,"P","P",null,""]
["N/A",null,"N/A",null,"N/A",null,{"$f":"G288&\"-1\"","v":"5.9.2.3.3-1"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,"P",null,""]
["N/A",null,"N/A",null,"N/A",null,{"$f":"LEFT(G289,LEN(G289)-1)&VALUE(RIGHT(G289,1))+1","v":"5.9.2.3.3-2"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,"P",null,""]
["N/A",null,"N/A",null,"N/A",null,"5.9.2.3.3-3",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"P",null,""]
["N/A",null,"N/A",null,"N/A",null,"5.9.2.3.3-4",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"P",null,""]
["N/A",null,"N/A",null,"N/A",null,{"$f":"\"C\"&G288&\"-1\"","v":"C5.9.2.3.3-1"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,"P",null,""]
["5.8.6","Shear and Torsion for Segmental Box Girder Bridges","5.8.6","Shear and Torsion for Segmental Box Girder Bridges","5.8.6","Shear and Torsion for Segmental Box Girder Bridges","5.12.5.3.8","Alternative Shear Design Procedure","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.8.6.1","General","5.8.6.1","General","5.8.6.1","General","5.12.5.3.8a","General",null,"P",null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
["5.8.6.2","Loading","5.8.6.2","Loading","5.8.6.2","Loading","5.12.5.3.8b","Loading","P",null,null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
["5.8.6.3","Regions Requiring Consideration of Torsional Effects","5.8.6.3","Regions Requiring Consideration of Torsional Effects","5.8.6.3","Regions Requiring Consideration of Torsional Effects","5.7.2.1","General","P",null,null,null,null,null,"P","P",null,null,null,null,"P",null,null,"2016"]
[{"$f":"A297&\"-1\"","v":"5.8.6.3-1"},"Tu > 1/3 fTcr",{"$f":"C297&\"-1\"","v":"5.8.6.3-1"},"Tu > 1/3 fTcr",{"$f":"E297&\"-1\"","v":"5.8.6.3-1"},"Tu > 1/3 fTcr","N/A",null,"P",null,null,null,null,"P",null,null,null,null,null,null,null,null,"P",""]
[{"$f":"LEFT(A298,LEN(A298)-1)&VALUE(RIGHT(A298,1))+1","v":"5.8.6.3-2"},null,{"$f":"LEFT(C298,LEN(C298)-1)&VALUE(RIGHT(C298,1))+1","v":"5.8.6.3-2"},null,"5.8.6.3-2",null,{"$f":"LEFT(G211,LEN(G211)-1)&VALUE(RIGHT(G211,1))+1","v":"5.7.2.1-5"},null,"P",null,null,null,null,null,null,"P",null,null,null,null,"P",null,null,"2016"]
["5.8.6.3-3",null,{"$f":"LEFT(C299,LEN(C299)-1)&VALUE(RIGHT(C299,1))+1","v":"5.8.6.3-3"},null,"5.8.6.3-3",null,{"$f":"LEFT(G299,LEN(G299)-1)&VALUE(RIGHT(G299,1))+1","v":"5.7.2.1-6"},null,"P",null,null,null,null,null,null,"P",null,null,null,null,"P",null,null,"2016"]
["5.8.6.4","Torsional Reinforcement","5.8.6.4","Torsional Reinforcement","5.8.6.4","Torsional Reinforcement","5.12.5.3.8d","Torsional Reinforcement",null,"P",null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
[{"$f":"A301&\"-1\"","v":"5.8.6.4-1"},null,{"$f":"C301&\"-1\"","v":"5.8.6.4-1"},null,{"$f":"E301&\"-1\"","v":"5.8.6.4-1"},null,{"$f":"G301&\"-1\"","v":"5.12.5.3.8d-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A302,LEN(A302)-1)&VALUE(RIGHT(A302,1))+1","v":"5.8.6.4-2"},null,{"$f":"LEFT(C302,LEN(C302)-1)&VALUE(RIGHT(C302,1))+1","v":"5.8.6.4-2"},null,"5.8.6.4-2",null,{"$f":"LEFT(G302,LEN(G302)-1)&VALUE(RIGHT(G302,1))+1","v":"5.12.5.3.8d-2"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.8.6.4-3",null,{"$f":"LEFT(C303,LEN(C303)-1)&VALUE(RIGHT(C303,1))+1","v":"5.8.6.4-3"},null,"5.8.6.4-3",null,"5.12.5.3.8d-3",null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.8.6.4-4",null,{"$f":"LEFT(C304,LEN(C304)-1)&VALUE(RIGHT(C304,1))+1","v":"5.8.6.4-4"},null,"5.8.6.4-4",null,"5.12.5.3.8d-4",null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.8.6.5","Nominal Shear Resistance","5.8.6.5","Nominal Shear Resistance","5.8.6.5","Nominal Shear Resistance","5.12.5.3.8c","Nominal Shear Resistance","P",null,null,null,null,null,"P","P",null,null,null,null,"P",null,null,"2016"]
[{"$f":"A306&\"-1\"","v":"5.8.6.5-1"},null,{"$f":"C306&\"-1\"","v":"5.8.6.5-1"},null,{"$f":"E306&\"-1\"","v":"5.8.6.5-1"},null,{"$f":"G306&\"-1\"","v":"5.12.5.3.8c-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A307,LEN(A307)-1)&VALUE(RIGHT(A307,1))+1","v":"5.8.6.5-2"},null,{"$f":"LEFT(C307,LEN(C307)-1)&VALUE(RIGHT(C307,1))+1","v":"5.8.6.5-2"},null,"5.8.6.5-2",null,{"$f":"LEFT(G307,LEN(G307)-1)&VALUE(RIGHT(G307,1))+1","v":"5.12.5.3.8c-2"},null,"P",null,null,null,null,null,null,"P",null,null,"P",null,null,null,null,"2016"]
["5.8.6.5-3",null,{"$f":"LEFT(C308,LEN(C308)-1)&VALUE(RIGHT(C308,1))+1","v":"5.8.6.5-3"},null,"5.8.6.5-3",null,"5.12.5.3.8c-3",null,"P",null,null,null,null,null,null,"P",null,null,"P",null,null,null,null,"2016"]
["5.8.6.5-4",null,{"$f":"LEFT(C309,LEN(C309)-1)&VALUE(RIGHT(C309,1))+1","v":"5.8.6.5-4"},null,"5.8.6.5-4",null,"5.12.5.3.8c-4",null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"A300","v":"5.8.6.3-3"},null,{"$f":"C300","v":"5.8.6.3-3"},null,{"$f":"E300","v":"5.8.6.3-3"},null,"5.12.5.3.8c-5",null,"P",null,null,null,null,null,null,"P",null,null,"P",null,null,null,null,"2016"]
[{"$f":"LEFT(A310,LEN(A310)-1)&VALUE(RIGHT(A310,1))+1","v":"5.8.6.5-5"},null,{"$f":"LEFT(C310,LEN(C310)-1)&VALUE(RIGHT(C310,1))+1","v":"5.8.6.5-5"},null,{"$f":"LEFT(E310,LEN(E310)-1)&VALUE(RIGHT(E310,1))+1","v":"5.8.6.5-5"},null,"5.12.5.3.8c-6",null,"P",null,null,null,null,null,null,"P",null,null,"P",null,null,null,null,"2016"]
["5.8.6.6","Reinforcement Details","5.8.6.6","Reinforcement Details","5.8.6.6","Reinforcement Details","5.12.5.3.8e","Reinforcement Details",null,null,"P",null,null,null,"P","P",null,null,null,null,"P",null,null,"2016"]
[{"$f":"A313&\"-1\"","v":"5.8.6.6-1"},"smax = 0.8d ≤ 36.0 in.",{"$f":"C313&\"-1\"","v":"5.8.6.6-1"},"smax = 0.8dv ≤ 36.0 in.",{"$f":"E313&\"-1\"","v":"5.8.6.6-1"},"smax = 0.8dv ≤ 36.0 in.",{"$f":"G223","v":"5.7.2.6-1"},null,null,null,"P",null,null,"P",null,null,null,null,null,null,"P",null,null,"2015"]
[{"$f":"LEFT(A314,LEN(A314)-1)&VALUE(RIGHT(A314,1))+1","v":"5.8.6.6-2"},"smax = 0.4d ≤ 18.0 in.",{"$f":"LEFT(C314,LEN(C314)-1)&VALUE(RIGHT(C314,1))+1","v":"5.8.6.6-2"},"smax = 0.4dv ≤ 18.0 in.","5.8.6.6-2","smax = 0.4dv ≤ 18.0 in.",{"$f":"G224","v":"5.7.2.6-2"},null,null,null,"P",null,null,"P",null,null,null,null,null,null,"P",null,null,"2015"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,""]
[5.9,"Prestressed Concrete",5.9,"Prestressed Concrete",5.9,"Prestressed Concrete",5.9,"Prestressing","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.9.1","General Design Considerations","5.9.1","General Design Considerations","5.9.1","General Design Considerations","5.9.1","General Design Considerations","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.9.1.1","General","5.9.1.1","General","5.9.1.1","General","5.9.1.1","General",null,"P",null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.9.1.2","Specified Concrete Strengths","5.9.1.2","Specified Concrete Strengths","5.9.1.2","Specified Concrete Strengths","5.9.1.2","Design Concrete Strengths","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.9.1.3","Buckling","5.9.1.3","Buckling","5.9.1.3","Buckling","5.9.1.5","Buckling","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.9.1.4","Section Properties","5.9.1.4","Section Properties","5.9.1.4","Section Properties","5.9.1.3","Section Properties","P",null,null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
["5.9.1.5","Crack Control","5.9.1.5","Crack Control","5.9.1.5","Crack Control","5.9.1.4","Crack Control","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.9.1.6","Tendons with Angle Points or Curves","5.9.1.6","Tendons with Angle Points or Curves","5.9.1.6","Tendons with Angle Points or Curves","5.9.1.6","Tendons with Angle Points or Curves","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["N/A",null,"N/A",null,"N/A",null,"5.9.2","Stress Limitations",null,null,null,null,null,null,null,null,null,null,null,null,null,"P",null,""]
["5.9.2","Stresses Due to Imposed Deformation","5.9.2","Stresses Due to Imposed Deformation","5.9.2","Stresses Due to Imposed Deformation","5.9.2.1","Stresses Due to Imposed Deformation","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,{"$f":"IF(A326=\"\",\"\",IF(LEN(I326&J326&K326&L326&M326&N326&O326&P326&Q326&R326&S326&T326&U326&V326&W326)>0,IF(LEN(P326&Q326&R326)>0,\"2016\",IF(LEN(K326&L326&M326)>0,\"2015\",\"\")),\"XXXXXXXX\"))","v":""}]
[{"$f":"A326&\"-1\"","v":"5.9.2-1"},null,{"$f":"C326&\"-1\"","v":"5.9.2-1"},null,{"$f":"E326&\"-1\"","v":"5.9.2-1"},null,{"$f":"G326&\"-1\"","v":"5.9.2.1-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A327,LEN(A327)-1)&VALUE(RIGHT(A327,1))+1","v":"5.9.2-2"},null,{"$f":"LEFT(C327,LEN(C327)-1)&VALUE(RIGHT(C327,1))+1","v":"5.9.2-2"},null,"5.9.2-2",null,{"$f":"LEFT(G327,LEN(G327)-1)&VALUE(RIGHT(G327,1))+1","v":"5.9.2.1-2"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.9.3","Stress Limitations for Prestressing Tendons","5.9.3","Stress Limitations for Prestressing Tendons","5.9.3","Stress Limitations for Prestressing Tendons","5.9.2.2","Stress Limitations for Prestressing Steel",null,null,"P",null,null,"P",null,null,null,null,null,"P",null,null,null,"2015"]
["5.9.4","Stress Limits for Concrete","5.9.4","Stress Limits for Concrete","5.9.4","Stress Limits for Concrete","5.9.2.3","Stress Limits for Concrete","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.9.4.1","For Temporary Stresses before Losses","5.9.4.1","For Temporary Stresses before Losses","5.9.4.1","For Temporary Stresses before Losses","5.9.2.3.1","For Temporary Stresses before Losses","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.9.4.1.1","Compression Stresses","5.9.4.1.1","Compression Stresses","5.9.4.1.1","Compression Stresses","5.9.2.3.1a","Compressive Stresses","P",null,null,null,null,null,"P","P",null,null,null,"P",null,null,null,"2016"]
["5.9.4.1.2","Tensile Stresses","5.9.4.1.2","Tensile Stresses","5.9.4.1.2","Tensile Stresses","5.9.2.3.1b","Tensile Stresses","P",null,null,null,null,null,null,"P",null,null,null,null,"P",null,null,"2016"]
["5.9.4.2","For Stresses at Service Limit State after Losses","5.9.4.2","For Stresses at Service Limit State after Losses","5.9.4.2","For Stresses at Service Limit State after Losses","5.9.2.3.2","For Stresses at Service Limit State after Losses","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.9.4.2.1","Compression Stresses","5.9.4.2.1","Compression Stresses","5.9.4.2.1","Compression Stresses","5.9.2.3.2a","Compressive Stresses",null,null,"P",null,null,"P",null,null,null,null,null,"P",null,null,null,"2015"]
["5.9.4.2.2","Tension Stresses","5.9.4.2.2","Tension Stresses","5.9.4.2.2","Tension Stresses","5.9.2.3.2b","Tensile Stresses",null,null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,"2016"]
["5.9.5","Loss of Prestress","5.9.5","Loss of Prestress","5.9.5","Loss of Prestress","5.9.3","Prestress Loss","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.9.5.1","Total Loss of Prestress","5.9.5.1","Total Loss of Prestress","5.9.5.1","Total Loss of Prestress","5.9.3.1","Total Prestress Loss",null,"P",null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
[{"$f":"A338&\"-1\"","v":"5.9.5.1-1"},null,{"$f":"C338&\"-1\"","v":"5.9.5.1-1"},null,{"$f":"E338&\"-1\"","v":"5.9.5.1-1"},null,{"$f":"G338&\"-1\"","v":"5.9.3.1-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A339,LEN(A339)-1)&VALUE(RIGHT(A339,1))+1","v":"5.9.5.1-2"},null,{"$f":"LEFT(C339,LEN(C339)-1)&VALUE(RIGHT(C339,1))+1","v":"5.9.5.1-2"},null,"5.9.5.1-2",null,{"$f":"LEFT(G339,LEN(G339)-1)&VALUE(RIGHT(G339,1))+1","v":"5.9.3.1-2"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.9.5.2","Instantaneous Losses","5.9.5.2","Instantaneous Losses","5.9.5.2","Instantaneous Losses","5.9.3.2","Instantaneous Losses","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.9.5.2.1","Anchorage Set","5.9.5.2.1","Anchorage Set","5.9.5.2.1","Anchorage Set","5.9.3.2.1","Anchorage Set","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.9.5.2.2","Friction","5.9.5.2.2","Friction","5.9.5.2.2","Friction","5.9.3.2.2","Friction","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.9.5.2.2a","Pretensioned Construction","5.9.5.2.2a","Pretensioned Construction","5.9.5.2.2a","Pretensioned Construction","5.9.3.2.2a","Pretensioned Members","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.9.5.2.2b","Post-Tensioned Construction","5.9.5.2.2b","Post-Tensioned Construction","5.9.5.2.2b","Post-Tensioned Construction","5.9.3.2.2b","Post-Tensioned Members","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
[{"$f":"A345&\"-1\"","v":"5.9.5.2.2b-1"},null,{"$f":"C345&\"-1\"","v":"5.9.5.2.2b-1"},null,{"$f":"E345&\"-1\"","v":"5.9.5.2.2b-1"},null,{"$f":"G345&\"-1\"","v":"5.9.3.2.2b-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A346,LEN(A346)-1)&VALUE(RIGHT(A346,1))+1","v":"5.9.5.2.2b-2"},null,{"$f":"LEFT(C346,LEN(C346)-1)&VALUE(RIGHT(C346,1))+1","v":"5.9.5.2.2b-2"},null,"5.9.5.2.2b-2",null,{"$f":"LEFT(G346,LEN(G346)-1)&VALUE(RIGHT(G346,1))+1","v":"5.9.3.2.2b-2"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"\"C\"&A345&\"-1\"","v":"C5.9.5.2.2b-1"},null,{"$f":"\"C\"&C345&\"-1\"","v":"C5.9.5.2.2b-1"},null,{"$f":"\"C\"&E345&\"-1\"","v":"C5.9.5.2.2b-1"},null,{"$f":"\"C\"&G345&\"-1\"","v":"C5.9.3.2.2b-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["C5.9.5.2.2b-2",null,{"$f":"LEFT(C348,LEN(C348)-1)&VALUE(RIGHT(C348,1))+1","v":"C5.9.5.2.2b-2"},null,"C5.9.5.2.2b-2",null,"C5.9.3.2.2b-2",null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.9.5.2.3","Elastic Shortening","5.9.5.2.3","Elastic Shortening","5.9.5.2.3","Elastic Shortening","5.9.3.2.3","Elastic Shortening","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.9.5.2.3a","Pretensioned Members","5.9.5.2.3a","Pretensioned Members","5.9.5.2.3a","Pretensioned Members","5.9.3.2.3a","Pretensioned Members","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"A351&\"-1\"","v":"5.9.5.2.3a-1"},null,{"$f":"C351&\"-1\"","v":"5.9.5.2.3a-1"},null,{"$f":"E351&\"-1\"","v":"5.9.5.2.3a-1"},null,{"$f":"G351&\"-1\"","v":"5.9.3.2.3a-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"\"C\"&A351&\"-1\"","v":"C5.9.5.2.3a-1"},null,{"$f":"\"C\"&C351&\"-1\"","v":"C5.9.5.2.3a-1"},null,{"$f":"\"C\"&E351&\"-1\"","v":"C5.9.5.2.3a-1"},null,{"$f":"\"C\"&G351&\"-1\"","v":"C5.9.3.2.3a-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.9.5.2.3b","Post-Tensioned Members","5.9.5.2.3b","Post-Tensioned Members","5.9.5.2.3b","Post-Tensioned Members","5.9.3.2.3b","Post-Tensioned Members","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"A354&\"-1\"","v":"5.9.5.2.3b-1"},null,{"$f":"C354&\"-1\"","v":"5.9.5.2.3b-1"},null,{"$f":"E354&\"-1\"","v":"5.9.5.2.3b-1"},null,{"$f":"G354&\"-1\"","v":"5.9.3.2.3b-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"\"C\"&A354&\"-1\"","v":"C5.9.5.2.3b-1"},null,{"$f":"\"C\"&C354&\"-1\"","v":"C5.9.5.2.3b-1"},null,{"$f":"\"C\"&E354&\"-1\"","v":"C5.9.5.2.3b-1"},null,{"$f":"\"C\"&G354&\"-1\"","v":"C5.9.3.2.3b-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A356,LEN(A356)-1)&VALUE(RIGHT(A356,1))+1","v":"C5.9.5.2.3b-2"},null,{"$f":"LEFT(C356,LEN(C356)-1)&VALUE(RIGHT(C356,1))+1","v":"C5.9.5.2.3b-2"},null,"C5.9.5.2.3b-2",null,{"$f":"LEFT(G356,LEN(G356)-1)&VALUE(RIGHT(G356,1))+1","v":"C5.9.3.2.3b-2"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.9.5.2.3c","Combined Pretensioning and Post-Tensioning","5.9.5.2.3c","Combined Pretensioning and Post-Tensioning","5.9.5.2.3c","Combined Pretensioning and Post-Tensioning","5.9.3.2.3c","Combined Pretensioning and Post-Tensioning","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.9.5.3","Approximate Estimate of Time Dependent Losses","5.9.5.3","Approximate Estimate of Time Dependent Losses","5.9.5.3","Approximate Estimate of Time Dependent Losses","5.9.3.3","Approximate Estimate of Time Dependent Losses",null,null,"P",null,null,"P",null,null,null,null,"P",null,null,null,null,"2015"]
[{"$f":"A359&\"-1\"","v":"5.9.5.3-1"},null,{"$f":"C359&\"-1\"","v":"5.9.5.3-1"},null,{"$f":"E359&\"-1\"","v":"5.9.5.3-1"},null,{"$f":"G359&\"-1\"","v":"5.9.3.3-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A360,LEN(A360)-1)&VALUE(RIGHT(A360,1))+1","v":"5.9.5.3-2"},null,{"$f":"LEFT(C360,LEN(C360)-1)&VALUE(RIGHT(C360,1))+1","v":"5.9.5.3-2"},null,"5.9.5.3-2",null,{"$f":"LEFT(G360,LEN(G360)-1)&VALUE(RIGHT(G360,1))+1","v":"5.9.3.3-2"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.9.5.3-3",null,{"$f":"LEFT(C361,LEN(C361)-1)&VALUE(RIGHT(C361,1))+1","v":"5.9.5.3-3"},null,"5.9.5.3-3",null,"5.9.3.3-3",null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.9.5.4","Refined Estimates of Time-Dependent Losses","5.9.5.4","Refined Estimates of Time-Dependent Losses","5.9.5.4","Refined Estimates of Time-Dependent Losses","5.9.3.4","Refined Estimates of Time-Dependent Losses","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.9.5.4.1","General","5.9.5.4.1","General","5.9.5.4.1","General","5.9.3.4.1","General","P",null,null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
[{"$f":"A364&\"-1\"","v":"5.9.5.4.1-1"},"DfpLT  = (DfpSR + DfpCR + DfpR1)id +\n(DfpSD + DfpCD + DfpR2 – DfpSS)df",{"$f":"C364&\"-1\"","v":"5.9.5.4.1-1"},"DfpLT  = (DfpSR + DfpCR + DfpR1)id +\n(DfpSD + DfpCD + DfpR2 – DfpSS)df",{"$f":"E364&\"-1\"","v":"5.9.5.4.1-1"},"DfpLT  = (DfpSR + DfpCR + DfpR1)id +\n(DfpSD + DfpCD + DfpR2 – DfpSS)df",{"$f":"G364&\"-1\"","v":"5.9.3.4.1-1"},"DfpLT  = (DfpSR + DfpCR + DfpR1)id +\n(DfpSD + DfpCD + DfpR2 – DfpSS)df","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.9.5.4.2","Losses: Time of Transfer to Time of Deck Placement","5.9.5.4.2","Losses: Time of Transfer to Time of Deck Placement","5.9.5.4.2","Losses: Time of Transfer to Time of Deck Placement","5.9.3.4.2","Losses: Time of Transfer to Time of Deck Placement","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.9.5.4.2a","Shrinkage of Girder Concrete","5.9.5.4.2a","Shrinkage of Girder Concrete","5.9.5.4.2a","Shrinkage of Girder Concrete","5.9.3.4.2a","Shrinkage of Girder Concrete","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"A367&\"-1\"","v":"5.9.5.4.2a-1"},null,{"$f":"C367&\"-1\"","v":"5.9.5.4.2a-1"},null,{"$f":"E367&\"-1\"","v":"5.9.5.4.2a-1"},null,{"$f":"G367&\"-1\"","v":"5.9.3.4.2a-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A368,LEN(A368)-1)&VALUE(RIGHT(A368,1))+1","v":"5.9.5.4.2a-2"},null,{"$f":"LEFT(C368,LEN(C368)-1)&VALUE(RIGHT(C368,1))+1","v":"5.9.5.4.2a-2"},null,"5.9.5.4.2a-2",null,{"$f":"LEFT(G368,LEN(G368)-1)&VALUE(RIGHT(G368,1))+1","v":"5.9.3.4.2a-2"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.9.5.4.2b","Creep of Girder Concrete","5.9.5.4.2b","Creep of Girder Concrete","5.9.5.4.2b","Creep of Girder Concrete","5.9.3.4.2b","Creep of Girder Concrete","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"A370&\"-1\"","v":"5.9.5.4.2b-1"},null,{"$f":"C370&\"-1\"","v":"5.9.5.4.2b-1"},null,{"$f":"E370&\"-1\"","v":"5.9.5.4.2b-1"},null,{"$f":"G370&\"-1\"","v":"5.9.3.4.2b-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.9.5.4.2c","Relaxation of Prestressing Strands","5.9.5.4.2c","Relaxation of Prestressing Strands","5.9.5.4.2c","Relaxation of Prestressing Strands","5.9.3.4.2c","Relaxation of Prestressing Strands",null,null,"P",null,null,"P",null,null,null,null,null,"P",null,null,null,"2015"]
[{"$f":"A372&\"-1\"","v":"5.9.5.4.2c-1"},null,{"$f":"C372&\"-1\"","v":"5.9.5.4.2c-1"},null,{"$f":"E372&\"-1\"","v":"5.9.5.4.2c-1"},null,{"$f":"G372&\"-1\"","v":"5.9.3.4.2c-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"\"C\"&A372&\"-1\"","v":"C5.9.5.4.2c-1"},null,{"$f":"\"C\"&C372&\"-1\"","v":"C5.9.5.4.2c-1"},null,{"$f":"\"C\"&E372&\"-1\"","v":"C5.9.5.4.2c-1"},null,{"$f":"\"C\"&G372&\"-1\"","v":"C5.9.3.4.2c-1"},null,null,null,"P",null,null,"P",null,null,null,null,"P",null,null,null,null,"2015"]
["5.9.5.4.3","Losses: Time of Deck Placement to Final Time","5.9.5.4.3","Losses: Time of Deck Placement to Final Time","5.9.5.4.3","Losses: Time of Deck Placement to Final Time","5.9.3.4.3","Losses: Time of Deck Placement to Final Time","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.9.5.4.3a","Shrinkage of Girder Concrete","5.9.5.4.3a","Shrinkage of Girder Concrete","5.9.5.4.3a","Shrinkage of Girder Concrete","5.9.3.4.3a","Shrinkage of Girder Concrete","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"A376&\"-1\"","v":"5.9.5.4.3a-1"},null,{"$f":"C376&\"-1\"","v":"5.9.5.4.3a-1"},null,{"$f":"E376&\"-1\"","v":"5.9.5.4.3a-1"},null,{"$f":"G376&\"-1\"","v":"5.9.3.4.3a-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A377,LEN(A377)-1)&VALUE(RIGHT(A377,1))+1","v":"5.9.5.4.3a-2"},null,{"$f":"LEFT(C377,LEN(C377)-1)&VALUE(RIGHT(C377,1))+1","v":"5.9.5.4.3a-2"},null,"5.9.5.4.3a-2",null,{"$f":"LEFT(G377,LEN(G377)-1)&VALUE(RIGHT(G377,1))+1","v":"5.9.3.4.3a-2"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.9.5.4.3b","Creep of Girder Concrete","5.9.5.4.3b","Creep of Girder Concrete","5.9.5.4.3b","Creep of Girder Concrete","5.9.3.4.3b","Creep of Girder Concrete","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"A379&\"-1\"","v":"5.9.5.4.3b-1"},null,{"$f":"C379&\"-1\"","v":"5.9.5.4.3b-1"},null,{"$f":"E379&\"-1\"","v":"5.9.5.4.3b-1"},null,{"$f":"G379&\"-1\"","v":"5.9.3.4.3b-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.9.5.4.3c","Relaxation of Prestressing Strands","5.9.5.4.3c","Relaxation of Prestressing Strands","5.9.5.4.3c","Relaxation of Prestressing Strands","5.9.3.4.3c","Relaxation of Prestressing Strands","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"A381&\"-1\"","v":"5.9.5.4.3c-1"},null,{"$f":"C381&\"-1\"","v":"5.9.5.4.3c-1"},null,{"$f":"E381&\"-1\"","v":"5.9.5.4.3c-1"},null,{"$f":"G381&\"-1\"","v":"5.9.3.4.3c-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.9.5.4.3d","Shrinkage of Deck Concrete","5.9.5.4.3d","Shrinkage of Deck Concrete","5.9.5.4.3d","Shrinkage of Deck Concrete","5.9.3.4.3d","Shrinkage of Deck Concrete",null,null,"P",null,null,"P",null,null,null,null,"P",null,null,null,null,"2015"]
[{"$f":"A383&\"-1\"","v":"5.9.5.4.3d-1"},null,{"$f":"C383&\"-1\"","v":"5.9.5.4.3d-1"},null,{"$f":"E383&\"-1\"","v":"5.9.5.4.3d-1"},null,{"$f":"G383&\"-1\"","v":"5.9.3.4.3d-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A384,LEN(A384)-1)&VALUE(RIGHT(A384,1))+1","v":"5.9.5.4.3d-2"},null,{"$f":"LEFT(C384,LEN(C384)-1)&VALUE(RIGHT(C384,1))+1","v":"5.9.5.4.3d-2"},null,"5.9.5.4.3d-2",null,{"$f":"LEFT(G384,LEN(G384)-1)&VALUE(RIGHT(G384,1))+1","v":"5.9.3.4.3d-2"},null,null,"P",null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.9.5.4.4","Precast Pretensioned Girders without Composite Topping","5.9.5.4.4","Precast Pretensioned Girders without Composite Topping","5.9.5.4.4","Precast Pretensioned Girders without Composite Topping","5.9.3.4.4","Precast Pretensioned Girders without Composite Topping","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.9.5.4.5","Post-Tensioned Nonsegmental Girders","5.9.5.4.5","Post-Tensioned Nonsegmental Girders","5.9.5.4.5","Post-Tensioned Nonsegmental Girders","5.9.3.4.5","Post-Tensioned Nonsegmental Girders","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["N/A",null,"N/A",null,"N/A",null,"5.9.3.5","Losses in Multi-Stage Prestressing",null,null,null,null,null,"P",null,null,null,null,null,null,null,"P",null,""]
["5.9.5.5","Losses for Deflection Calculations","5.9.5.5","Losses for Deflection Calculations","5.9.5.5","Losses for Deflection Calculations","5.9.3.6","Losses for Deflection Calculations","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["N/A",null,"N/A",null,"N/A",null,"5.9.4","Details for Pretensioning",null,null,null,null,null,"P",null,null,null,null,null,null,null,"P",null,{"$f":"IF(A390=\"\",\"\",IF(LEN(I390&J390&K390&L390&M390&N390&O390&P390&Q390&R390&S390&T390&U390&V390&W390)>0,IF(LEN(P390&Q390&R390)>0,\"2016\",IF(LEN(K390&L390&M390)>0,\"2015\",\"\")),\"XXXXXXXX\"))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,""]
["5.10","Details of Reinforcement","5.10","Details of Reinforcement","5.10","Details of Reinforcement","5.10","Reinforcement","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.10.1","Concrete Cover","5.10.1","Concrete Cover","5.10.1","Concrete Cover","5.10.1","Concrete Cover","P",null,null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
["5.10.1","Concrete Cover","5.10.1","Concrete Cover","5.10.1","Concrete Cover","5.14.3","Concrete Cover","P",null,null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
["5.10.2","Hooks and Bends","5.10.2","Hooks and Bends","5.10.2","Hooks and Bends","5.10.2","Hooks and Bends","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.2.1","Standard Hooks","5.10.2.1","Standard Hooks","5.10.2.1","Standard Hooks","5.10.2.1","Standard Hooks","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.2.2","Seismic Hooks","5.10.2.2","Seismic Hooks","5.10.2.2","Seismic Hooks","5.10.2.2","Seismic Hooks","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.10.2.2","Seismic Hooks","5.10.2.2","Seismic Hooks","5.10.2.2","Seismic Hooks","5.11.4.1.4","Transverse Reinforcement for Confinement of Plastic Hinges","P",null,null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
["5.10.2.3","Minimum Bend Diameters","5.10.2.3","Minimum Bend Diameters","5.10.2.3","Minimum Bend Diameters","5.10.2.3","Minimum Bend Diameters","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.3","Spacing of Reinforcement","5.10.3","Spacing of Reinforcement","5.10.3","Spacing of Reinforcement","5.10.3","Spacing of Reinforcement","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.3.1","Minimum Spacing of Reinforcing Bars","5.10.3.1","Minimum Spacing of Reinforcing Bars","5.10.3.1","Minimum Spacing of Reinforcing Bars","5.10.3.1","Minimum Spacing of Reinforcing Bars","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.3.1.1","Cast-in-Place Concrete","5.10.3.1.1","Cast-in-Place Concrete","5.10.3.1.1","Cast-in-Place Concrete","5.10.3.1.1","Cast-in-Place Concrete","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.10.3.1.2","Precast Concrete","5.10.3.1.2","Precast Concrete","5.10.3.1.2","Precast Concrete","5.10.3.1.2","Precast Concrete","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.10.3.1.3","Multilayers","5.10.3.1.3","Multilayers","5.10.3.1.3","Multilayers","5.10.3.1.3","Multilayers","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.3.1.4","Splices","5.10.3.1.4","Splices","5.10.3.1.4","Splices","5.10.3.1.4","Splices","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.3.1.5","Bundled Bars","5.10.3.1.5","Bundled Bars","5.10.3.1.5","Bundled Bars","5.10.3.1.5","Bundled Bars","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.3.2","Maximum Spacing of Reinforcing Bars","5.10.3.2","Maximum Spacing of Reinforcing Bars","5.10.3.2","Maximum Spacing of Reinforcing Bars","5.10.3.2","Maximum Spacing of Reinforcing Bars","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.10.3.3","Minimum Spacing of Prestressing Tendons and Ducts","5.10.3.3","Minimum Spacing of Prestressing Tendons and Ducts","5.10.3.3","Minimum Spacing of Prestressing Tendons and Ducts","5.9.4.1","Minimum Spacing of Pretensioning Strand","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.10.3.3.1","Prestensioning Strand","5.10.3.3.1","Prestensioning Strand","5.10.3.3.1","Prestensioning Strand","5.9.4.1","Minimum Spacing of Pretensioning Strand","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["N/A",null,"N/A",null,"N/A",null,"5.9.5.1","Minimum Spacing of Post-Tensioning Tendons and Ducts",null,null,null,null,null,null,null,null,null,null,null,null,null,"P",null,""]
["5.10.3.3.2","Post-Tensioning Ducts—Girders Straight in Plan","5.10.3.3.2","Post-Tensioning Ducts—Girders Straight in Plan","5.10.3.3.2","Post-Tensioning Ducts—Girders Straight in Plan","5.9.5.1.1","Post-Tensioning Ducts—Girders Straight in Plan",null,"P",null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
["5.10.3.3.3","Post-Tensioning Ducts—Girders Curved in Plan","5.10.3.3.3","Post-Tensioning Ducts—Girders Curved in Plan","5.10.3.3.3","Post-Tensioning Ducts—Girders Curved in Plan","5.9.5.1.2","Post-Tensioning Ducts—Girders Curved in Plan","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.3.4","Maximum Spacing of Prestressing Tendons and Ducts in Slabs","5.10.3.4","Maximum Spacing of Prestressing Tendons and Ducts in Slabs","5.10.3.4","Maximum Spacing of Prestressing Tendons and Ducts in Slabs","5.9.4.2","Maximum Spacing of Pretensioning Strand in Slabs",null,"P",null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.10.3.4","Maximum Spacing of Prestressing Tendons and Ducts in Slabs","5.10.3.4","Maximum Spacing of Prestressing Tendons and Ducts in Slabs","5.10.3.4","Maximum Spacing of Prestressing Tendons and Ducts in Slabs","5.9.5.2","Maximum Spacing of Post-Tensioning Tendons and Ducts in Slabs",null,"P",null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.10.3.5","Couplers in Post-Tensioning Tendons","5.10.3.5","Couplers in Post-Tensioning Tendons","5.10.3.5","Couplers in Post-Tensioning Tendons","5.9.5.3","Couplers in Post-Tensioning Tendons","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.10.4","Tendon Confinement","5.10.4","Tendon Confinement","5.10.4","Tendon Confinement","5.9.5.4","Tendon Confinement","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.4.1","General","5.10.4.1","General","5.10.4.1","General","5.9.5.4.1","General","P",null,null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
["5.10.4.2","Wobble Effect in Slabs","5.10.4.2","Wobble Effect in Slabs","5.10.4.2","Wobble Effect in Slabs","5.9.5.4.2","Wobble Effect in Slabs","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.10.4.3","Effects of Curved Tendons","5.10.4.3","Effects of Curved Tendons","5.10.4.3","Effects of Curved Tendons","5.9.5.4.3","Effects of Curved Tendons","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.10.4.3.1","Design for In-Plane Force Effects","5.10.4.3.1","Design for In-Plane Force Effects","5.10.4.3.1","Design for In-Plane Force Effects","5.9.5.4.4","Design for In-Plane Force Effects","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.4.3.1a","In-Plane Force Effects","5.10.4.3.1a","In-Plane Force Effects","5.10.4.3.1a","In-Plane Force Effects","5.9.5.4.4a","In-Plane Force Effects","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
[{"$f":"A421&\"-1\"","v":"5.10.4.3.1a-1"},null,{"$f":"C421&\"-1\"","v":"5.10.4.3.1a-1"},null,{"$f":"E421&\"-1\"","v":"5.10.4.3.1a-1"},null,{"$f":"G421&\"-1\"","v":"5.9.5.4.4a-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.4.3.1b","Shear Resistance to Pull-out","5.10.4.3.1b","Shear Resistance to Pull-out","5.10.4.3.1b","Shear Resistance to Pull-out","5.9.5.4.4b","Shear Resistance to Pull-out",null,"P",null,null,null,null,"P","P",null,null,null,null,"P",null,null,"2016"]
[{"$f":"A423&\"-1\"","v":"5.10.4.3.1b-1"},null,{"$f":"C423&\"-1\"","v":"5.10.4.3.1b-1"},null,{"$f":"E423&\"-1\"","v":"5.10.4.3.1b-1"},null,{"$f":"G423&\"-1\"","v":"5.9.5.4.4b-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A424,LEN(A424)-1)&VALUE(RIGHT(A424,1))+1","v":"5.10.4.3.1b-2"},"Vn = 0.15deff√f’ci",{"$f":"LEFT(C424,LEN(C424)-1)&VALUE(RIGHT(C424,1))+1","v":"5.10.4.3.1b-2"},"Vn = 0.15deff√f’ci","5.10.4.3.1b-2",null,{"$f":"LEFT(G424,LEN(G424)-1)&VALUE(RIGHT(G424,1))+1","v":"5.9.5.4.4b-2"},null,"P",null,null,null,null,null,null,"P",null,null,"P",null,null,null,null,"2016"]
["5.10.4.3.1b-3",null,{"$f":"LEFT(C425,LEN(C425)-1)&VALUE(RIGHT(C425,1))+1","v":"5.10.4.3.1b-3"},null,"5.10.4.3.1b-3",null,"5.9.5.4.4b-3",null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.4.3.1b-4",null,{"$f":"LEFT(C426,LEN(C426)-1)&VALUE(RIGHT(C426,1))+1","v":"5.10.4.3.1b-4"},null,"5.10.4.3.1b-4",null,"5.9.5.4.4b-4",null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.4.3.1b-5",null,{"$f":"LEFT(C427,LEN(C427)-1)&VALUE(RIGHT(C427,1))+1","v":"5.10.4.3.1b-5"},null,"5.10.4.3.1b-5",null,"5.9.5.4.4b-5",null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.4.3.1c","Cracking of Cover Concrete","5.10.4.3.1c","Cracking of Cover Concrete","5.10.4.3.1c","Cracking of Cover Concrete","5.9.5.4.4c","Cracking of Cover Concrete",null,"P",null,null,null,null,null,"P",null,null,null,null,"P",null,null,"2016"]
[{"$f":"A429&\"-1\"","v":"5.10.4.3.1c-1"},null,{"$f":"C429&\"-1\"","v":"5.10.4.3.1c-1"},null,{"$f":"E429&\"-1\"","v":"5.10.4.3.1c-1"},null,{"$f":"G429&\"-1\"","v":"5.9.5.4.4c-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A430,LEN(A430)-1)&VALUE(RIGHT(A430,1))+1","v":"5.10.4.3.1c-2"},null,{"$f":"LEFT(C430,LEN(C430)-1)&VALUE(RIGHT(C430,1))+1","v":"5.10.4.3.1c-2"},null,"5.10.4.3.1c-2",null,{"$f":"LEFT(G430,LEN(G430)-1)&VALUE(RIGHT(G430,1))+1","v":"5.9.5.4.4c-2"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.4.3.1c-3",null,{"$f":"LEFT(C431,LEN(C431)-1)&VALUE(RIGHT(C431,1))+1","v":"5.10.4.3.1c-3"},null,"5.10.4.3.1c-3",null,"5.9.5.4.4c-3",null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.4.3.1d","Regional Bending","5.10.4.3.1d","Regional Bending","5.10.4.3.1d","Regional Bending","5.9.5.4.4d","Regional Bending",null,"P",null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"A433&\"-1\"","v":"5.10.4.3.1d-1"},null,{"$f":"C433&\"-1\"","v":"5.10.4.3.1d-1"},null,{"$f":"E433&\"-1\"","v":"5.10.4.3.1d-1"},null,{"$f":"G433&\"-1\"","v":"5.9.5.4.4d-1"},null,null,"P",null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.4.3.2","Out-of-Plane Force Effects","5.10.4.3.2","Out-of-Plane Force Effects","5.10.4.3.2","Out-of-Plane Force Effects","5.9.5.4.5","Out-of-Plane Force Effects","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
[{"$f":"A435&\"-1\"","v":"5.10.4.3.2-1"},null,{"$f":"C435&\"-1\"","v":"5.10.4.3.2-1"},null,{"$f":"E435&\"-1\"","v":"5.10.4.3.2-1"},null,{"$f":"G435&\"-1\"","v":"5.9.5.4.5-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.5","External Tendon Supports","5.10.5","External Tendon Supports","5.10.5","External Tendon Supports","5.9.5.5","External Tendon Supports",null,null,"P",null,null,"P",null,null,null,null,"P",null,null,null,null,"2015"]
["5.10.6","Transverse Reinforcement for Compression Members","5.10.6","Transverse Reinforcement for Compression Members","5.10.6","Transverse Reinforcement for Compression Members","5.10.4","Transverse Reinforcement for Compression Members","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.6.1","General","5.10.6.1","General","5.10.6.1","General","5.10.4.1","General","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.6.2","Spirals","5.10.6.2","Spirals","5.10.6.2","Spirals","5.10.4.2","Spirals","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.10.6.3","Ties","5.10.6.3","Ties","5.10.6.3","Ties","5.10.4.3","Ties",null,null,"P",null,null,"P",null,null,null,null,null,null,"P",null,null,"2015"]
["5.10.7","Transverse Reinforcement for Flexural Members","5.10.7","Transverse Reinforcement for Flexural Members","5.10.7","Transverse Reinforcement for Flexural Members","5.10.5","Transverse Reinforcement for Flexural Members","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.8","Shrinkage and Temperature Reinforcement","5.10.8","Shrinkage and Temperature Reinforcement","5.10.8","Shrinkage and Temperature Reinforcement","5.10.6","Shrinkage and Temperature Reinforcement","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
[{"$f":"A443&\"-1\"","v":"5.10.8-1"},null,{"$f":"C443&\"-1\"","v":"5.10.8-1"},null,{"$f":"E443&\"-1\"","v":"5.10.8-1"},null,{"$f":"G443&\"-1\"","v":"5.10.6-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A444,LEN(A444)-1)&VALUE(RIGHT(A444,1))+1","v":"5.10.8-2"},null,{"$f":"LEFT(C444,LEN(C444)-1)&VALUE(RIGHT(C444,1))+1","v":"5.10.8-2"},null,"5.10.8-2",null,{"$f":"LEFT(G444,LEN(G444)-1)&VALUE(RIGHT(G444,1))+1","v":"5.10.6-2"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"\"C\"&A443&\"-1\"","v":"C5.10.8-1"},null,{"$f":"\"C\"&C443&\"-1\"","v":"C5.10.8-1"},null,{"$f":"\"C\"&E443&\"-1\"","v":"C5.10.8-1"},null,{"$f":"\"C\"&G443&\"-1\"","v":"C5.10.6-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.9","Post-Tensioned Anchorage Zones","5.10.9","Post-Tensioned Anchorage Zones","5.10.9","Post-Tensioned Anchorage Zones","5.9.5.6","Post-Tensioned Anchorage Zones","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.9.1","General","5.10.9.1","General","5.10.9.1","General","5.9.5.6.1","General","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.9.2","General Zone and Local Zone","5.10.9.2","General Zone and Local Zone","5.10.9.2","General Zone and Local Zone","5.9.5.6.1","General","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.9.2.1","General","5.10.9.2.1","General","5.10.9.2.1","General","5.9.5.6.1","General",null,"P",null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.9.2.2","General Zone","5.10.9.2.2","General Zone","5.10.9.2.2","General Zone","5.9.5.6.2","General Zone","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.9.2.3","Local Zone","5.10.9.2.3","Local Zone","5.10.9.2.3","Local Zone","5.9.5.6.3","Local Zone","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.9.2.4","Responsibilities","5.10.9.2.4","Responsibilities","5.10.9.2.4","Responsibilities","5.9.5.6.4","Responsibilities","P",null,null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
["5.10.9.3","Design of the General Zone","5.10.9.3","Design of the General Zone","5.10.9.3","Design of the General Zone","5.9.5.6.5","Design of the General Zone","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,{"$f":"IF(A454=\"\",\"\",IF(LEN(I454&J454&K454&L454&M454&N454&O454&P454&Q454&R454&S454&T454&U454&V454&W454)>0,IF(LEN(P454&Q454&R454)>0,\"2016\",IF(LEN(K454&L454&M454)>0,\"2015\",\"\")),\"XXXXXXXX\"))","v":""}]
["5.10.9.3.1","Design Methods","5.10.9.3.1","Design Methods","5.10.9.3.1","Design Methods","5.9.5.6.5a","Design Methods","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.9.3.2","Design Principles","5.10.9.3.2","Design Principles","5.10.9.3.2","Design Principles","5.9.5.6.5b","Design Principles","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.10.9.3.3","Special Anchorage Devices","5.10.9.3.3","Special Anchorage Devices","5.10.9.3.3","Special Anchorage Devices","5.9.5.6.6","Special Anchorage Devices","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.9.3.4","Intermediate Anchorages","5.10.9.3.4","Intermediate Anchorages","5.10.9.3.4","Intermediate Anchorages","5.9.5.6.7","Intermediate Anchorages","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.9.3.4a","General","5.10.9.3.4a","General","5.10.9.3.4a","General","5.9.5.6.7a","General","P",null,null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
["5.10.9.3.4b","Crack Control Behind Intermediate Anchors","5.10.9.3.4b","Crack Control Behind Intermediate Anchors","5.10.9.3.4b","Crack Control Behind Intermediate Anchors","5.9.5.6.7b","Crack Control Behind Intermediate Anchors",null,"P",null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
[{"$f":"A460&\"-1\"","v":"5.10.9.3.4b-1"},null,{"$f":"C460&\"-1\"","v":"5.10.9.3.4b-1"},null,{"$f":"E460&\"-1\"","v":"5.10.9.3.4b-1"},null,{"$f":"G460&\"-1\"","v":"5.9.5.6.7b-1"},null,null,"P",null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.9.3.4c","Blister and Rib Reinforcement","5.10.9.3.4c","Blister and Rib Reinforcement","5.10.9.3.4c","Blister and Rib Reinforcement","5.9.5.6.7c","Blister and Rib Reinforcement","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.9.3.5","Diaphragms","5.10.9.3.5","Diaphragms","5.10.9.3.5","Diaphragms","5.9.5.6.8","Diaphragms","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.9.3.6","Multiple Slab Anchorages","5.10.9.3.6","Multiple Slab Anchorages","5.10.9.3.6","Multiple Slab Anchorages","5.8.4.5.5","Multiple Slab Anchorages","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"A464&\"-1\"","v":"5.10.9.3.6-1"},null,{"$f":"C464&\"-1\"","v":"5.10.9.3.6-1"},null,{"$f":"E464&\"-1\"","v":"5.10.9.3.6-1"},null,{"$f":"G464&\"-1\"","v":"5.8.4.5.5-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A465,LEN(A465)-1)&VALUE(RIGHT(A465,1))+1","v":"5.10.9.3.6-2"},null,{"$f":"LEFT(C465,LEN(C465)-1)&VALUE(RIGHT(C465,1))+1","v":"5.10.9.3.6-2"},null,"5.10.9.3.6-2",null,{"$f":"LEFT(G465,LEN(G465)-1)&VALUE(RIGHT(G465,1))+1","v":"5.8.4.5.5-2"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.9.3.7","Deviation Saddles","5.10.9.3.7","Deviation Saddles","5.10.9.3.7","Deviation Saddles","5.9.5.6.9","Deviation Saddles","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.9.4","Application of the Strut-and-Tie Model to the Design of the General Zone","5.10.9.4","Application of the Strut-and-Tie Model to the Design of the General Zone","5.10.9.4","Application of the Strut-and-Tie Model to the Design of the General Zone","5.8.2.7","Application to the Design of the General Zones of Post-Tensioning Anchorages","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.10.9.4.1","General","5.10.9.4.1","General","5.10.9.4.1","General","5.8.2.7.1","General","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.9.4.2","Nodes","5.10.9.4.2","Nodes","5.10.9.4.2","Nodes","5.8.2.7.2","Nodes","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.9.4.3","Struts","5.10.9.4.3","Struts","5.10.9.4.3","Struts","5.8.2.7.3","Struts","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.10.9.4.4","Ties","5.10.9.4.4","Ties","5.10.9.4.4","Ties","5.8.2.7.4","Ties","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.9.5","Elastic Stress Analysis","5.10.9.5","Elastic Stress Analysis","5.10.9.5","Elastic Stress Analysis","5.8.3","Elastic Stress Analysis","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.10.9.5","Elastic Stress Analysis","5.10.9.5","Elastic Stress Analysis","5.10.9.5","Elastic Stress Analysis","5.8.3.1","General","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.10.9.5","Elastic Stress Analysis","5.10.9.5","Elastic Stress Analysis","5.10.9.5","Elastic Stress Analysis","5.8.3.2","General Zones of Post-Tensioning Anchorages","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.10.9.6","Approximate Stress Analyses and Design","5.10.9.6","Approximate Stress Analyses and Design","5.10.9.6","Approximate Stress Analyses and Design","5.8.4","Approximate Stress Analysis and Design","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.9.6","Approximate Stress Analyses and Design","5.10.9.6","Approximate Stress Analyses and Design","5.10.9.6","Approximate Stress Analyses and Design","5.8.4.5","General Zones of Post-Tensioning Anchorages","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.10.9.6.1","Limitations of Application","5.10.9.6.1","Limitations of Application","5.10.9.6.1","Limitations of Application","5.8.4.5.1","Limitations of Application","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.9.6.2","Compressive Stresses","5.10.9.6.2","Compressive Stresses","5.10.9.6.2","Compressive Stresses","5.8.4.5.2","Compressive Stresses","P",null,null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
[{"$f":"A479&\"-1\"","v":"5.10.9.6.2-1"},null,{"$f":"C479&\"-1\"","v":"5.10.9.6.2-1"},null,{"$f":"E479&\"-1\"","v":"5.10.9.6.2-1"},null,{"$f":"G479&\"-1\"","v":"5.8.4.5.2-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A480,LEN(A480)-1)&VALUE(RIGHT(A480,1))+1","v":"5.10.9.6.2-2"},null,{"$f":"LEFT(C480,LEN(C480)-1)&VALUE(RIGHT(C480,1))+1","v":"5.10.9.6.2-2"},null,"5.10.9.6.2-2",null,{"$f":"LEFT(G480,LEN(G480)-1)&VALUE(RIGHT(G480,1))+1","v":"5.8.4.5.2-2"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.9.6.2-3",null,{"$f":"LEFT(C481,LEN(C481)-1)&VALUE(RIGHT(C481,1))+1","v":"5.10.9.6.2-3"},null,"5.10.9.6.2-3",null,"5.8.4.5.2-3",null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.9.6.3","Bursting Forces","5.10.9.6.3","Bursting Forces","5.10.9.6.3","Bursting Forces","5.8.4.5.3","Bursting Forces","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
[{"$f":"A483&\"-1\"","v":"5.10.9.6.3-1"},null,{"$f":"C483&\"-1\"","v":"5.10.9.6.3-1"},null,{"$f":"E483&\"-1\"","v":"5.10.9.6.3-1"},null,{"$f":"G483&\"-1\"","v":"5.8.4.5.3-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A484,LEN(A484)-1)&VALUE(RIGHT(A484,1))+1","v":"5.10.9.6.3-2"},null,{"$f":"LEFT(C484,LEN(C484)-1)&VALUE(RIGHT(C484,1))+1","v":"5.10.9.6.3-2"},null,"5.10.9.6.3-2",null,{"$f":"LEFT(G484,LEN(G484)-1)&VALUE(RIGHT(G484,1))+1","v":"5.8.4.5.3-2"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.9.6.4","Edge Tension Forces","5.10.9.6.4","Edge Tension Forces","5.10.9.6.4","Edge Tension Forces","5.8.4.5.4","Edge Tension Forces","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.9.7","Design of Local Zones","5.10.9.7","Design of Local Zones","5.10.9.7","Design of Local Zones","5.8.4.4","Local Zones","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.10.9.7.1","Dimensions of Local Zone","5.10.9.7.1","Dimensions of Local Zone","5.10.9.7.1","Dimensions of Local Zone","5.8.4.4.1","Dimensions of Local Zone","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.10.9.7.2","Bearing Resistance","5.10.9.7.2","Bearing Resistance","5.10.9.7.2","Bearing Resistance","5.8.4.4.2","Bearing Resistance","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
[{"$f":"A489&\"-1\"","v":"5.10.9.7.2-1"},null,{"$f":"C489&\"-1\"","v":"5.10.9.7.2-1"},null,{"$f":"E489&\"-1\"","v":"5.10.9.7.2-1"},null,{"$f":"G489&\"-1\"","v":"5.8.4.4.2-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A490,LEN(A490)-1)&VALUE(RIGHT(A490,1))+1","v":"5.10.9.7.2-2"},null,{"$f":"LEFT(C490,LEN(C490)-1)&VALUE(RIGHT(C490,1))+1","v":"5.10.9.7.2-2"},null,"5.10.9.7.2-2",null,{"$f":"LEFT(G490,LEN(G490)-1)&VALUE(RIGHT(G490,1))+1","v":"5.8.4.4.2-2"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.9.7.2-3",null,{"$f":"LEFT(C491,LEN(C491)-1)&VALUE(RIGHT(C491,1))+1","v":"5.10.9.7.2-3"},null,"5.10.9.7.2-3",null,"5.8.4.4.2-3",null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.9.7.2-4",null,{"$f":"LEFT(C492,LEN(C492)-1)&VALUE(RIGHT(C492,1))+1","v":"5.10.9.7.2-4"},null,"5.10.9.7.2-4",null,"5.8.4.4.2-4",null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.9.7.3","Special Anchorage Devices","5.10.9.7.3","Special Anchorage Devices","5.10.9.7.3","Special Anchorage Devices","5.8.4.4.3","Special Anchorage Devices","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.10.10","Pretensioned Anchorage Zones","5.10.10","Pretensioned Anchorage Zones","5.10.10","Pretensioned Anchorage Zones","5.9.4.4","Pretensioned Anchorage Zones","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.10.1","Splitting Resistance","5.10.10.1","Splitting Resistance","5.10.10.1","Splitting Resistance","5.9.4.4.1","Splitting Resistance","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
[{"$f":"A496&\"-1\"","v":"5.10.10.1-1"},null,{"$f":"C496&\"-1\"","v":"5.10.10.1-1"},null,{"$f":"E496&\"-1\"","v":"5.10.10.1-1"},null,{"$f":"G496&\"-1\"","v":"5.9.4.4.1-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.10.2","Confinement Reinforcement","5.10.10.2","Confinement Reinforcement","5.10.10.2","Confinement Reinforcement","5.9.4.4.2","Confinement Reinforcement","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["N/A",null,"N/A",null,"N/A",null,"5.9.5","Details for Post-Tensioning",null,null,null,null,null,null,null,null,null,null,null,null,null,"P",null,""]
["5.10.11","Provisions for Seismic Design","5.10.11","Provisions for Seismic Design","5.10.11","Provisions for Seismic Design",5.1100000000000003,"Seismic Design and Details","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.10.11.1","General","5.10.11.1","General","5.10.11.1","General","5.11.1","General","P",null,null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
["5.10.11.2","Seismic Zone 1","5.10.11.2","Seismic Zone 1","5.10.11.2","Seismic Zone 1","5.11.2","Seismic Zone 1","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.11.3","Seismic Zone 2","5.10.11.3","Seismic Zone 2","5.10.11.3","Seismic Zone 2","5.11.3","Seismic Zone 2","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.11.3","General","5.10.11.3","General","5.10.11.3","General","5.11.3.1","General","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.11.4","Seismic Zones 3 and 4","5.10.11.4","Seismic Zones 3 and 4","5.10.11.4","Seismic Zones 3 and 4","5.11.4","Seismic Zones 3 and 4","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.11.4.1","Column Requirements","5.10.11.4.1","Column Requirements","5.10.11.4.1","Column Requirements","5.11.4.1","Column Requirements","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.11.4.1a","Longitudinal Reinforcement","5.10.11.4.1a","Longitudinal Reinforcement","5.10.11.4.1a","Longitudinal Reinforcement","5.11.4.1.1","Longitudinal Reinforcement","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.11.4.1b","Flexural Resistance","5.10.11.4.1b","Flexural Resistance","5.10.11.4.1b","Flexural Resistance","5.11.4.1.2","Flexural Resistance","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.10.11.4.1c","Column Shear and Transverse Reinforcement","5.10.11.4.1c","Column Shear and Transverse Reinforcement","5.10.11.4.1c","Column Shear and Transverse Reinforcement","5.11.4.1.3","Column Shear and Transverse Reinforcement","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.10.11.4.1d","Transverse Reinforcement for Confinement at Plastic Hinges","5.10.11.4.1d","Transverse Reinforcement for Confinement at Plastic Hinges","5.10.11.4.1d","Transverse Reinforcement for Confinement at Plastic Hinges","5.11.4.1.4","Transverse Reinforcement for Confinement at Plastic Hinges","P",null,null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
[{"$f":"A510&\"-1\"","v":"5.10.11.4.1d-1"},null,{"$f":"C510&\"-1\"","v":"5.10.11.4.1d-1"},null,{"$f":"E510&\"-1\"","v":"5.10.11.4.1d-1"},null,{"$f":"G510&\"-1\"","v":"5.11.4.1.4-1"},null,"P",null,null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
[{"$f":"LEFT(A511,LEN(A511)-1)&VALUE(RIGHT(A511,1))+1","v":"5.10.11.4.1d-2"},null,{"$f":"LEFT(C511,LEN(C511)-1)&VALUE(RIGHT(C511,1))+1","v":"5.10.11.4.1d-2"},null,"5.10.11.4.1d-2",null,{"$f":"LEFT(G511,LEN(G511)-1)&VALUE(RIGHT(G511,1))+1","v":"5.11.4.1.4-2"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.11.4.1d-3",null,{"$f":"LEFT(C512,LEN(C512)-1)&VALUE(RIGHT(C512,1))+1","v":"5.10.11.4.1d-3"},null,"5.10.11.4.1d-3",null,"5.11.4.1.4-3",null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.11.4.1e","Spacing of Transverse Reinforcement for Confinement","5.10.11.4.1e","Spacing of Transverse Reinforcement for Confinement","5.10.11.4.1e","Spacing of Transverse Reinforcement for Confinement","5.11.4.1.5","Spacing of Transverse Reinforcement for Confinement","P",null,null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
["5.10.11.4.1f","Splices","5.10.11.4.1f","Splices","5.10.11.4.1f","Splices","5.11.4.1.6","Splices","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.10.11.4.2","Requirements for Wall-Type Piers","5.10.11.4.2","Requirements for Wall-Type Piers","5.10.11.4.2","Requirements for Wall-Type Piers","5.11.4.2","Requirements for Wall-Type Piers","P",null,null,null,null,null,"P","P",null,null,null,"P",null,null,null,"2016"]
[{"$f":"A516&\"-1\"","v":"5.10.11.4.2-1"},null,{"$f":"C516&\"-1\"","v":"5.10.11.4.2-1"},null,{"$f":"E516&\"-1\"","v":"5.10.11.4.2-1"},null,{"$f":"G516&\"-1\"","v":"5.11.4.2-1"},null,"P",null,null,null,null,null,null,"P",null,null,"P",null,null,null,null,"2016"]
[{"$f":"LEFT(A517,LEN(A517)-1)&VALUE(RIGHT(A517,1))+1","v":"5.10.11.4.2-2"},null,{"$f":"LEFT(C517,LEN(C517)-1)&VALUE(RIGHT(C517,1))+1","v":"5.10.11.4.2-2"},null,"5.10.11.4.2-2",null,{"$f":"LEFT(G517,LEN(G517)-1)&VALUE(RIGHT(G517,1))+1","v":"5.11.4.2-2"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,{"$f":"IF(A518=\"\",\"\",IF(LEN(I518&J518&K518&L518&M518&N518&O518&P518&Q518&R518&S518&T518&U518&V518&W518)>0,IF(LEN(P518&Q518&R518)>0,\"2016\",IF(LEN(K518&L518&M518)>0,\"2015\",\"\")),\"XXXXXXXX\"))","v":""}]
["5.10.11.4.2-3",null,{"$f":"LEFT(C518,LEN(C518)-1)&VALUE(RIGHT(C518,1))+1","v":"5.10.11.4.2-3"},null,"5.10.11.4.2-3",null,"5.11.4.2-3",null,"P",null,null,null,null,null,null,"P",null,null,"P",null,null,null,null,"2016"]
["5.10.11.4.3","Column Connections","5.10.11.4.3","Column Connections","5.10.11.4.3","Column Connections","5.11.4.3","Column Connections","P",null,null,null,null,null,null,"P",null,null,null,"P",null,null,null,"2016"]
[{"$f":"A520&\"-1\"","v":"5.10.11.4.3-1"},null,{"$f":"C520&\"-1\"","v":"5.10.11.4.3-1"},null,{"$f":"E520&\"-1\"","v":"5.10.11.4.3-1"},null,{"$f":"G520&\"-1\"","v":"5.11.4.3-1"},null,"P",null,null,null,null,null,null,"P",null,null,"P",null,null,null,null,"2016"]
[{"$f":"LEFT(A521,LEN(A521)-1)&VALUE(RIGHT(A521,1))+1","v":"5.10.11.4.3-2"},null,{"$f":"LEFT(C521,LEN(C521)-1)&VALUE(RIGHT(C521,1))+1","v":"5.10.11.4.3-2"},null,{"$f":"E521","v":"5.10.11.4.3-1"},null,{"$f":"G521","v":"5.11.4.3-1"},null,"P",null,null,null,null,null,null,"P",null,null,"P",null,null,null,null,"2016"]
["5.10.11.4.4","Construction Joints in Piers and Columns","5.10.11.4.4","Construction Joints in Piers and Columns","5.10.11.4.4","Construction Joints in Piers and Columns","5.11.4.4","Construction Joints in Piers and Columns","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"A523&\"-1\"","v":"5.10.11.4.4-1"},null,{"$f":"C523&\"-1\"","v":"5.10.11.4.4-1"},null,{"$f":"E523&\"-1\"","v":"5.10.11.4.4-1"},null,{"$f":"G523&\"-1\"","v":"5.11.4.4-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.12","Reinforcement for Hollow Rectangular Compression Members","5.10.12","Reinforcement for Hollow Rectangular Compression Members","5.10.12","Reinforcement for Hollow Rectangular Compression Members","5.10.7","Reinforcement for Hollow Rectangular Compression Members","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.12.1","General","5.10.12.1","General","5.10.12.1","General","5.10.7.1","General","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.12.2","Spacing of Reinforcement","5.10.12.2","Spacing of Reinforcement","5.10.12.2","Spacing of Reinforcement","5.10.7.2","Spacing of Reinforcement","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.12.3","Ties","5.10.12.3","Ties","5.10.12.3","Ties","5.10.7.3","Ties","P",null,null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
["5.10.12.4","Splices","5.10.12.4","Splices","5.10.12.4","Splices","5.10.7.4","Splices","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.10.12.5","Hoops","5.10.12.5","Hoops","5.10.12.5","Hoops","5.10.7.5","Hoops","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,""]
[5.1100000000000003,"Development and Splices of Reinforcement",5.1100000000000003,"Development and Splices of Reinforcement",5.1100000000000003,"Development and Splices of Reinforcement","5.10.8","Development and Splices of Reinforcement","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.11.1","General","5.11.1","General","5.11.1","General","5.10.8.1","General","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.11.1.1","Basic Requirements","5.11.1.1","Basic Requirements","5.11.1.1","Basic Requirements","5.10.8.1.1","Basic Requirements",null,"P",null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.11.1.2","Flexural Reinforcement","5.11.1.2","Flexural Reinforcement","5.11.1.2","Flexural Reinforcement","5.10.8.1.2","Flexural Reinforcement","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.11.1.2.1","General","5.11.1.2.1","General","5.11.1.2.1","General","5.10.8.1.2a","General","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.11.1.2.2","Positive Moment Reinforcement","5.11.1.2.2","Positive Moment Reinforcement","5.11.1.2.2","Positive Moment Reinforcement","5.10.8.1.2b","Positive Moment Reinforcement","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"\"C\"&A537&\"-1\"","v":"C5.11.1.2.2-1"},null,{"$f":"\"C\"&C537&\"-1\"","v":"C5.11.1.2.2-1"},null,{"$f":"\"C\"&E537&\"-1\"","v":"C5.11.1.2.2-1"},null,{"$f":"\"C\"&G537&\"-1\"","v":"C5.10.8.1.2b-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.11.1.2.3","Negative Moment Reinforcement","5.11.1.2.3","Negative Moment Reinforcement","5.11.1.2.3","Negative Moment Reinforcement","5.10.8.1.2c","Negative Moment Reinforcement","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.11.1.2.4","Moment Resisting Joints","5.11.1.2.4","Moment Resisting Joints","5.11.1.2.4","Moment Resisting Joints","5.10.8.1.2d","Moment Resisting Joints",null,"P",null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.11.2","Development of Reinforcement","5.11.2","Development of Reinforcement","5.11.2","Development of Reinforcement","5.10.8.2","Development of Reinforcement",null,"P",null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.11.2.1","Deformed Bars and Deformed Wire in Tension","5.11.2.1","Deformed Bars and Deformed Wire in Tension","5.11.2.1","Deformed Bars and Deformed Wire in Tension","5.10.8.2.1","Deformed Bars and Deformed Wire in Tension","P",null,null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
["5.11.2.1.1","Tension Development Length","5.11.2.1.1","Tension Development Length","5.11.2.1.1","Tension Development Length","5.10.8.2.1a","Tension Development Length",null,null,"P","P",null,null,"P","P",null,null,null,"P",null,null,null,"2016"]
["N/A",null,{"$f":"C543&\"-1\"","v":"5.11.2.1.1-1"},null,{"$f":"E543&\"-1\"","v":"5.11.2.1.1-1"},null,{"$f":"G543&\"-1\"","v":"5.10.8.2.1a-1"},null,null,null,null,"P",null,null,null,"P",null,null,"P",null,null,null,null,"2016"]
["N/A",null,{"$f":"LEFT(C544,LEN(C544)-1)&VALUE(RIGHT(C544,1))+1","v":"5.11.2.1.1-2"},null,{"$f":"LEFT(E544,LEN(E544)-1)&VALUE(RIGHT(E544,1))+1","v":"5.11.2.1.1-2"},null,{"$f":"LEFT(G544,LEN(G544)-1)&VALUE(RIGHT(G544,1))+1","v":"5.10.8.2.1a-2"},null,null,null,null,"P",null,"P",null,null,null,null,"P",null,null,null,null,"2015"]
["5.11.2.1.2","Modification Factors which Increase ℓd","5.11.2.1.2","Modification Factors which Increase ℓd","5.11.2.1.2","Modification Factors which Increase ℓd","5.10.8.2.1b","Modification Factors which Increase ℓd",null,null,"P",null,null,null,"P","P",null,null,null,"P",null,null,null,"2016"]
["5.11.2.1.3","Modification Factors which Decrease ℓd","5.11.2.1.3","Modification Factors which Decrease ℓd","5.11.2.1.3","Modification Factors which Decrease ℓd","5.10.8.2.1c","Modification Factors which Decrease ℓd",null,"P","P","P",null,"P",null,null,null,null,null,"P",null,null,null,"2015"]
["N/A",null,{"$f":"C547&\"-1\"","v":"5.11.2.1.3-1"},null,{"$f":"E547&\"-1\"","v":"5.11.2.1.3-1"},null,{"$f":"G547&\"-1\"","v":"5.10.8.2.1c-1"},"0.4 ≤ λrc ≤ 1.0",null,null,null,"P",null,"P",null,null,null,null,null,"P",null,null,null,"2015"]
["N/A",null,{"$f":"C548","v":"5.11.2.1.3-1"},null,{"$f":"E548","v":"5.11.2.1.3-1"},null,{"$f":"LEFT(G548,LEN(G548)-1)&VALUE(RIGHT(G548,1))+1","v":"5.10.8.2.1c-2"},null,null,null,null,"P",null,"P",null,null,null,null,null,"P",null,null,null,"2015"]
["N/A",null,{"$f":"LEFT(C548,LEN(C548)-1)&VALUE(RIGHT(C548,1))+1","v":"5.11.2.1.3-2"},"ktr = 40Atr/(sn)",{"$f":"LEFT(E548,LEN(E548)-1)&VALUE(RIGHT(E548,1))+1","v":"5.11.2.1.3-2"},"ktr = 40Atr/(sn)","5.10.8.2.1c-3","ktr = 40Atr/(sn)",null,null,null,"P",null,"P",null,null,null,null,"P",null,null,null,null,"2015"]
["N/A",null,{"$f":"LEFT(C550,LEN(C550)-1)&VALUE(RIGHT(C550,1))+1","v":"5.11.2.1.3-3"},null,{"$f":"LEFT(E550,LEN(E550)-1)&VALUE(RIGHT(E550,1))+1","v":"5.11.2.1.3-3"},null,"5.10.8.2.1c-4",null,null,null,null,"P",null,"P",null,null,null,null,"P",null,null,null,null,"2015"]
["5.11.2.2","Deformed Bars in Compression","5.11.2.2","Deformed Bars in Compression","5.11.2.2","Deformed Bars in Compression","5.10.8.2.2","Deformed Bars in Compression","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.11.2.2.1","Compressive Development Length","5.11.2.2.1","Compressive Development Length","5.11.2.2.1","Compressive Development Length","5.10.8.2.2a","Compressive Development Length","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["N/A",null,"N/A",null,"N/A",null,{"$f":"G553&\"-1\"","v":"5.10.8.2.2a-1"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,"P",null,""]
[{"$f":"A553&\"-1\"","v":"5.11.2.2.1-1"},null,{"$f":"C553&\"-1\"","v":"5.11.2.2.1-1"},null,{"$f":"E553&\"-1\"","v":"5.11.2.2.1-1"},null,{"$f":"LEFT(G554,LEN(G554)-1)&VALUE(RIGHT(G554,1))+1","v":"5.10.8.2.2a-2"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A555,LEN(A555)-1)&VALUE(RIGHT(A555,1))+1","v":"5.11.2.2.1-2"},null,{"$f":"LEFT(C555,LEN(C555)-1)&VALUE(RIGHT(C555,1))+1","v":"5.11.2.2.1-2"},null,{"$f":"LEFT(E555,LEN(E555)-1)&VALUE(RIGHT(E555,1))+1","v":"5.11.2.2.1-2"},null,"5.10.8.2.2a-3",null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.11.2.2.2","Modification Factors","5.11.2.2.2","Modification Factors","5.11.2.2.2","Modification Factors","5.10.8.2.2b","Modification Factors","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.11.2.3","Bundled Bars","5.11.2.3","Bundled Bars","5.11.2.3","Bundled Bars","5.10.8.2.3","Bundled Bars","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.11.2.4","Standard Hooks in Tension","5.11.2.4","Standard Hooks in Tension","5.11.2.4","Standard Hooks in Tension","5.10.8.2.4","Standard Hooks in Tension",null,"P",null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.11.2.4.1","Basic Hook Development Length","5.11.2.4.1","Basic Hook Development Length","5.11.2.4.1","Basic Hook Development Length","5.10.8.2.4a","Basic Hook Development Length",null,"P","P",null,null,null,"P","P",null,null,null,null,"P",null,null,"2016"]
["N/A",null,"N/A",null,"N/A",null,{"$f":"G560&\"-1\"","v":"5.10.8.2.4a-1"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,"P",null,""]
[{"$f":"A560&\"-1\"","v":"5.11.2.4.1-1"},null,{"$f":"C560&\"-1\"","v":"5.11.2.4.1-1"},null,{"$f":"E560&\"-1\"","v":"5.11.2.4.1-1"},null,{"$f":"LEFT(G561,LEN(G561)-1)&VALUE(RIGHT(G561,1))+1","v":"5.10.8.2.4a-2"},null,null,null,"P",null,null,null,null,"P",null,null,"P",null,null,null,null,"2016"]
["5.11.2.4.2","Modification Factors","5.11.2.4.2","Modification Factors","5.11.2.4.2","Modification Factors","5.10.8.2.4b","Modification Factors",null,"P","P",null,null,null,"P","P",null,null,null,null,"P",null,null,"2016"]
["5.11.2.4.3","Hooked-Bar Tie Requirements","5.11.2.4.3","Hooked-Bar Tie Requirements","5.11.2.4.3","Hooked-Bar Tie Requirements","5.10.8.2.4c","Hooked-Bar Tie Requirements","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.11.2.5","Welded Wire Fabric","5.11.2.5","Welded Wire Fabric","5.11.2.5","Welded Wire Fabric","5.10.8.2.5","Welded Wire Fabric","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.11.2.5.1","Deformed Wire Fabric","5.11.2.5.1","Deformed Wire Fabric","5.11.2.5.1","Deformed Wire Fabric","5.10.8.2.5a","Deformed Wire Fabric",null,null,"P",null,null,null,null,"P",null,null,null,"P",null,null,null,"2016"]
[{"$f":"A566&\"-1\"","v":"5.11.2.5.1-1"},null,{"$f":"C566&\"-1\"","v":"5.11.2.5.1-1"},null,{"$f":"E566&\"-1\"","v":"5.11.2.5.1-1"},null,{"$f":"G566&\"-1\"","v":"5.10.8.2.5a-1"},null,null,null,"P",null,null,null,null,"P",null,null,"P",null,null,null,null,"2016"]
[{"$f":"LEFT(A567,LEN(A567)-1)&VALUE(RIGHT(A567,1))+1","v":"5.11.2.5.1-2"},null,{"$f":"LEFT(C567,LEN(C567)-1)&VALUE(RIGHT(C567,1))+1","v":"5.11.2.5.1-2"},null,"5.11.2.5.1-2",null,{"$f":"LEFT(G567,LEN(G567)-1)&VALUE(RIGHT(G567,1))+1","v":"5.10.8.2.5a-2"},null,null,null,"P",null,null,null,null,"P",null,null,"P",null,null,null,null,"2016"]
["5.11.2.5.2","Plain Wire Fabric","5.11.2.5.2","Plain Wire Fabric","5.11.2.5.2","Plain Wire Fabric","5.10.8.2.5b","Plain Wire Fabric","P",null,null,null,null,null,"P","P",null,null,null,"P",null,null,null,"2016"]
[{"$f":"A569&\"-1\"","v":"5.11.2.5.2-1"},null,{"$f":"C569&\"-1\"","v":"5.11.2.5.2-1"},null,{"$f":"E569&\"-1\"","v":"5.11.2.5.2-1"},null,{"$f":"G569&\"-1\"","v":"5.10.8.2.5b-1"},null,"P",null,null,null,null,null,null,"P",null,null,"P",null,null,null,null,"2016"]
["5.11.2.6","Shear Reinforcement","5.11.2.6","Shear Reinforcement","5.11.2.6","Shear Reinforcement","5.10.8.2.6","Shear Reinforcement","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.11.2.6.1","General","5.11.2.6.1","General","5.11.2.6.1","General","5.10.8.2.6a","General","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.11.2.6.2","Anchorage of Deformed Reinforcement","5.11.2.6.2","Anchorage of Deformed Reinforcement","5.11.2.6.2","Anchorage of Deformed Reinforcement","5.10.8.2.6b","Anchorage of Deformed Reinforcement","P",null,null,null,null,null,null,"P",null,null,null,null,"P",null,null,"2016"]
[{"$f":"A573&\"-1\"","v":"5.11.2.6.2-1"},null,{"$f":"C573&\"-1\"","v":"5.11.2.6.2-1"},null,{"$f":"E573&\"-1\"","v":"5.11.2.6.2-1"},null,{"$f":"G573&\"-1\"","v":"5.10.8.2.6b-1"},null,"P",null,null,null,null,null,null,"P",null,null,"P",null,null,null,null,"2016"]
["5.11.2.6.3","Anchorage of Wire Fabric Reinforcement","5.11.2.6.3","Anchorage of Wire Fabric Reinforcement","5.11.2.6.3","Anchorage of Wire Fabric Reinforcement","5.10.8.2.6c","Anchorage of Wire Fabric Reinforcement","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.11.2.6.4","Closed Stirrups","5.11.2.6.4","Closed Stirrups","5.11.2.6.4","Closed Stirrups","5.10.8.2.6d","Closed Stirrups","P",null,null,null,null,null,null,"P",null,null,null,null,"P",null,null,"2016"]
["5.11.3","Development by Mechanical Anchorages","5.11.3","Development by Mechanical Anchorages","5.11.3","Development by Mechanical Anchorages","5.10.8.3","Development by Mechanical Anchorages","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.11.4","Development of Prestressing Strand","5.11.4","Development of Prestressing Strand","5.11.4","Development of Prestressing Strand","5.9.4.3","Development of Pretensioning Strand","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.11.4.1","General","5.11.4.1","General","5.11.4.1","General","5.9.4.3.1","General",null,"P",null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.11.4.2","Bonded Strand","5.11.4.2","Bonded Strand","5.11.4.2","Bonded Strand","5.9.4.3.2","Bonded Strand",null,"P",null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"A580&\"-1\"","v":"5.11.4.2-1"},null,{"$f":"C580&\"-1\"","v":"5.11.4.2-1"},null,{"$f":"E580&\"-1\"","v":"5.11.4.2-1"},null,{"$f":"G580&\"-1\"","v":"5.9.4.3.2-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A581,LEN(A581)-1)&VALUE(RIGHT(A581,1))+1","v":"5.11.4.2-2"},null,{"$f":"LEFT(C581,LEN(C581)-1)&VALUE(RIGHT(C581,1))+1","v":"5.11.4.2-2"},null,"5.11.4.2-2",null,{"$f":"LEFT(G581,LEN(G581)-1)&VALUE(RIGHT(G581,1))+1","v":"5.9.4.3.2-2"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,{"$f":"IF(A582=\"\",\"\",IF(LEN(I582&J582&K582&L582&M582&N582&O582&P582&Q582&R582&S582&T582&U582&V582&W582)>0,IF(LEN(P582&Q582&R582)>0,\"2016\",IF(LEN(K582&L582&M582)>0,\"2015\",\"\")),\"XXXXXXXX\"))","v":""}]
["5.11.4.2-3",null,{"$f":"LEFT(C582,LEN(C582)-1)&VALUE(RIGHT(C582,1))+1","v":"5.11.4.2-3"},null,"5.11.4.2-3",null,"5.9.4.3.2-3",null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.11.4.3","Partially Debonded Strands","5.11.4.3","Partially Debonded Strands","5.11.4.3","Partially Debonded Strands","5.9.4.3.3","Debonded Strands","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.11.5","Splices of Bar Reinforcement","5.11.5","Splices of Bar Reinforcement","5.11.5","Splices of Bar Reinforcement","5.10.8.4","Splices of Bar Reinforcement","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.11.5.1","Detailing","5.11.5.1","Detailing","5.11.5.1","Detailing","5.10.8.4.1","Detailing","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.11.5.2","General Requirements","5.11.5.2","General Requirements","5.11.5.2","General Requirements","5.10.8.4.2","General Requirements","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.11.5.2.1","Lap Splices","5.11.5.2.1","Lap Splices","5.11.5.2.1","Lap Splices","5.10.8.4.2a","Lap Splices",null,"P","P",null,null,"P",null,null,null,null,null,"P",null,null,null,"2015"]
[{"$f":"A588&\"-1\"","v":"5.11.5.2.1-1"},null,{"$f":"C588&\"-1\"","v":"5.11.5.2.1-1"},null,{"$f":"E588&\"-1\"","v":"5.11.5.2.1-1"},null,{"$f":"G588&\"-1\"","v":"5.10.8.4.2a-1"},null,null,null,"P",null,null,"P",null,null,null,null,null,"P",null,null,null,"2015"]
["5.11.5.2.2","Mechanical Connections","5.11.5.2.2","Mechanical Connections","5.11.5.2.2","Mechanical Connections","5.10.8.4.2b","Mechanical Connections",null,"P",null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.11.5.2.3","Welded Splices","5.11.5.2.3","Welded Splices","5.11.5.2.3","Welded Splices","5.10.8.4.2c","Welded Splices",null,"P",null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.11.5.3","Splices of Reinforcement in Tension","5.11.5.3","Splices of Reinforcement in Tension","5.11.5.3","Splices of Reinforcement in Tension","5.10.8.4.3","Splices of Reinforcement in Tension","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.11.5.3.1","Lap Splices in Tension","5.11.5.3.1","Lap Splices in Tension","5.11.5.3.1","Lap Splices in Tension","5.10.8.4.3a","Lap Splices in Tension",null,"P","P",null,null,"P",null,null,null,null,null,"P",null,null,null,"2015"]
["5.11.5.3.2","Mechanical Connections or Welded Splices in Tension","5.11.5.3.2","Mechanical Connections or Welded Splices in Tension","5.11.5.3.2","Mechanical Connections or Welded Splices in Tension","5.10.8.4.3b","Mechanical Connections or Welded Splices in Tension","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.11.5.4","Splices in Tension Tie Members","5.11.5.4","Splices in Tension Tie Members","5.11.5.4","Splices in Tension Tie Members","5.10.8.4.4","Splices in Tie Members","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.11.5.5","Splices of Bars in Compression","5.11.5.5","Splices of Bars in Compression","5.11.5.5","Splices of Bars in Compression","5.10.8.4.5","Splices of Bars in Compression","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.11.5.5.1","Lap Splices in Compression","5.11.5.5.1","Lap Splices in Compression","5.11.5.5.1","Lap Splices in Compression","5.10.8.4.5a","Lap Splices in Compression","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
[{"$f":"A597&\"-1\"","v":"5.11.5.5.1-1"},null,{"$f":"C597&\"-1\"","v":"5.11.5.5.1-1"},null,{"$f":"E597&\"-1\"","v":"5.11.5.5.1-1"},null,{"$f":"G597&\"-1\"","v":"5.10.8.4.5a-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A598,LEN(A598)-1)&VALUE(RIGHT(A598,1))+1","v":"5.11.5.5.1-2"},null,{"$f":"LEFT(C598,LEN(C598)-1)&VALUE(RIGHT(C598,1))+1","v":"5.11.5.5.1-2"},null,"5.11.5.5.1-2",null,{"$f":"LEFT(G598,LEN(G598)-1)&VALUE(RIGHT(G598,1))+1","v":"5.10.8.4.5a-2"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.11.5.5.2","Mechanical Connections or Welded Splices in Compression","5.11.5.5.2","Mechanical Connections or Welded Splices in Compression","5.11.5.5.2","Mechanical Connections or Welded Splices in Compression","5.10.8.4.5b","Mechanical Connections or Welded Splices in Compression","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.11.5.5.3","End-Bearing Splices","5.11.5.5.3","End-Bearing Splices","5.11.5.5.3","End-Bearing Splices","5.10.8.4.5c","End-Bearing Splices","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.11.6","Splices of Welded Wire Fabric","5.11.6","Splices of Welded Wire Fabric","5.11.6","Splices of Welded Wire Fabric","5.10.8.5","Splices of Welded Wire Fabric","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.11.6.1","Splices of Welded Deformed Wire Fabric in Tension","5.11.6.1","Splices of Welded Deformed Wire Fabric in Tension","5.11.6.1","Splices of Welded Deformed Wire Fabric in Tension","5.10.8.5.1","Splices of Welded Deformed Wire Fabric in Tension","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.11.6.2","Splices of Welded Smooth Wire Fabric in Tension","5.11.6.2","Splices of Welded Smooth Wire Fabric in Tension","5.11.6.2","Splices of Welded Smooth Wire Fabric in Tension","5.10.8.5.2","Splices of Welded Smooth Wire Fabric in Tension","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,""]
[5.12,"Durability",5.12,"Durability",5.12,"Durability",5.14,"Durability","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.12.1","General","5.12.1","General","5.12.1","General","5.14.1","Design Concepts","P",null,null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
["N/A",null,"N/A",null,"N/A",null,"5.14.2","Major Chemical and Mechanical Factors Affecting Durability",null,null,null,null,null,"P",null,null,null,null,null,null,null,"P",null,""]
["N/A",null,"N/A",null,"N/A",null,"5.14.2.1","General",null,null,null,null,null,"P",null,null,null,null,null,null,null,"P",null,""]
["N/A",null,"N/A",null,"N/A",null,"5.14.2.2","Corrosion Resistance",null,null,null,null,null,"P",null,null,null,null,null,null,null,"P",null,""]
["N/A",null,"N/A",null,"N/A",null,"5.14.2.3","Freeze-Thaw Resistance",null,null,null,null,null,"P",null,null,null,null,null,null,null,"P",null,""]
["N/A",null,"N/A",null,"N/A",null,"5.14.2.4","External Sulfate Attack",null,null,null,null,null,"P",null,null,null,null,null,null,null,"P",null,""]
["N/A",null,"N/A",null,"N/A",null,"5.14.2.5","Delayed Ettringite Formation",null,null,null,null,null,"P",null,null,null,null,null,null,null,"P",null,""]
["5.12.2","Alkali-Silica Reactive Aggregates","5.12.2","Alkali-Silica Reactive Aggregates","5.12.2","Alkali-Silica Reactive Aggregates","5.14.2.6","Alkali-Silica Reactive Aggregates","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["N/A",null,"N/A",null,"N/A",null,"5.14.2.7","Alkali-Carbonate reactive Aggregates",null,null,null,null,null,"P",null,null,null,null,null,null,null,"P",null,""]
["5.10.1","Concrete Cover","5.10.1","Concrete Cover","5.10.1","Concrete Cover","5.14.3","Concrete Cover","P",null,null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
["5.12.3","Concrete Cover","5.12.3","Concrete Cover","5.12.3","Concrete Cover","5.10.1","Concrete Cover",null,"P",null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
["5.12.4","Protective Coatings","5.12.4","Protective Coatings","5.12.4","Protective Coatings","5.14.4","Protective Coatings","P",null,null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
["5.12.5","Protection of Prestressing Tendons","5.12.5","Protection of Prestressing Tendons","5.12.5","Protection of Prestressing Tendons","5.14.6","Protection of Prestressing Tendons","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[]
[5.13,"Specific Members",5.13,"Specific Members",5.13,"Specific Members",5.12,"Provisions for Structure, Components and Types","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,{"$f":"IF(A621=\"\",\"\",IF(LEN(I621&J621&K621&L621&M621&N621&O621&P621&Q621&R621&S621&T621&U621&V621&W621)>0,IF(LEN(P621&Q621&R621)>0,\"2016\",IF(LEN(K621&L621&M621)>0,\"2015\",\"\")),\"XXXXXXXX\"))","v":""}]
["5.13.1","Deck Slabs","5.13.1","Deck Slabs","5.13.1","Deck Slabs","5.12.1","Deck Slabs","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.13.2","Diaphragms, Deep Beams, Brackets, Corbels, and Beam Ledges","5.13.2","Diaphragms, Deep Beams, Brackets, Corbels, and Beam Ledges","5.13.2","Diaphragms, Deep Beams, Brackets, Corbels, and Beam Ledges","N/A",null,"P",null,null,null,null,"P",null,null,null,null,null,null,null,null,"P",""]
["5.13.2.1","General","5.13.2.1","General","5.13.2.1","General","N/A",null,"P",null,null,null,null,"P",null,null,null,null,null,null,null,null,"P",""]
["5.13.2.2","Diaphragms","5.13.2.2","Diaphragms","5.13.2.2","Diaphragms","5.8.2.8","Application to design of Pier Diaphragms",null,null,"P",null,null,"P",null,null,null,null,null,null,null,"P",null,"2015"]
["5.13.2.2","Diaphragms","5.13.2.2","Diaphragms","5.13.2.2","Diaphragms","5.12.4","Diaphragms","P",null,null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
["5.13.2.3","Detailing Requirements for Deep Beams","5.13.2.3","Detailing Requirements for Deep Beams","5.13.2.3","Detailing Requirements for Deep Beams","5.8.4.1","Deep Beams","P",null,null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
[{"$f":"A627&\"-1\"","v":"5.13.2.3-1"},null,{"$f":"C627&\"-1\"","v":"5.13.2.3-1"},null,{"$f":"E627&\"-1\"","v":"5.13.2.3-1"},null,"N/A",null,"P",null,null,null,null,"P",null,null,null,null,null,null,null,null,"P",""]
["5.13.2.4","Brackets and Corbels","5.13.2.4","Brackets and Corbels","5.13.2.4","Brackets and Corbels","5.8.4.2","Brackets and Corbels","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.13.2.4.1","General","5.13.2.4.1","General","5.13.2.4.1","General","5.8.4.2.1","General","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
[{"$f":"A630&\"-1\"","v":"5.13.2.4.1-1"},null,{"$f":"C630&\"-1\"","v":"5.13.2.4.1-1"},null,{"$f":"E630&\"-1\"","v":"5.13.2.4.1-1"},null,{"$f":"G630&\"-1\"","v":"5.8.4.2.1-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.13.2.4.2","Alternative to Strut-and-Tie Model","5.13.2.4.2","Alternative to Strut-and-Tie Model","5.13.2.4.2","Alternative to Strut-and-Tie Model","5.8.2.9","Application to the Design of Brackets and Corbels","P",null,null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
["5.13.2.4.2","Alternative to Strut-and-Tie Model","5.13.2.4.2","Alternative to Strut-and-Tie Model","5.13.2.4.2","Alternative to Strut-and-Tie Model","5.8.4.2.2","Additional Requirements","P",null,null,null,null,null,"P",null,null,null,null,null,"P",null,null,""]
[{"$f":"A633&\"-1\"","v":"5.13.2.4.2-1"},null,{"$f":"C633&\"-1\"","v":"5.13.2.4.2-1"},null,{"$f":"E633&\"-1\"","v":"5.13.2.4.2-1"},null,{"$f":"G633&\"-1\"","v":"5.8.4.2.2-1"},null,"P",null,null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
[{"$f":"LEFT(A634,LEN(A634)-1)&VALUE(RIGHT(A634,1))+1","v":"5.13.2.4.2-2"},null,{"$f":"LEFT(C634,LEN(C634)-1)&VALUE(RIGHT(C634,1))+1","v":"5.13.2.4.2-2"},null,"5.13.2.4.2-2",null,{"$f":"LEFT(G634,LEN(G634)-1)&VALUE(RIGHT(G634,1))+1","v":"5.8.4.2.2-2"},null,"P",null,null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
["5.13.2.4.2-3",null,{"$f":"LEFT(C635,LEN(C635)-1)&VALUE(RIGHT(C635,1))+1","v":"5.13.2.4.2-3"},null,"5.13.2.4.2-3",null,"5.8.4.2.2-3",null,"P",null,null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
["5.13.2.4.2-4",null,{"$f":"LEFT(C636,LEN(C636)-1)&VALUE(RIGHT(C636,1))+1","v":"5.13.2.4.2-4"},null,"5.13.2.4.2-4",null,"5.8.4.2.2-4",null,"P",null,null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
["5.13.2.4.2-5",null,{"$f":"LEFT(C637,LEN(C637)-1)&VALUE(RIGHT(C637,1))+1","v":"5.13.2.4.2-5"},null,"5.13.2.4.2-5",null,"5.8.4.2.2-5",null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.13.2.4.2-6",null,{"$f":"LEFT(C638,LEN(C638)-1)&VALUE(RIGHT(C638,1))+1","v":"5.13.2.4.2-6"},null,"5.13.2.4.2-6",null,"5.8.4.2.2-6",null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.13.2.4.2-7",null,{"$f":"LEFT(C639,LEN(C639)-1)&VALUE(RIGHT(C639,1))+1","v":"5.13.2.4.2-7"},null,"5.13.2.4.2-7",null,"5.8.4.2.2-7",null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.13.2.5","Beam Ledges","5.13.2.5","Beam Ledges","5.13.2.5","Beam Ledges","5.8.4.3","Beam Ledges","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.13.2.5.1","General","5.13.2.5.1","General","5.13.2.5.1","General","5.8.4.3.1","General","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.13.2.5.2","Design for Shear","5.13.2.5.2","Design for Shear","5.13.2.5.2","Design for Shear","5.8.4.3.2","Design for Shear","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.13.2.5.3","Design for Flexure and Horizontal Force","5.13.2.5.3","Design for Flexure and Horizontal Force","5.13.2.5.3","Design for Flexure and Horizontal Force","5.8.4.3.3","Design for Flexure and Horizontal Force","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.13.2.5.4","Design for Punching Shear","5.13.2.5.4","Design for Punching Shear","5.13.2.5.4","Design for Punching Shear","5.8.4.3.4","Design for Punching Shear","P",null,null,null,null,null,"P","P",null,null,null,null,"P",null,null,"2016"]
[{"$f":"A645&\"-1\"","v":"5.13.2.5.4-1"},null,{"$f":"C645&\"-1\"","v":"5.13.2.5.4-1"},null,{"$f":"E645&\"-1\"","v":"5.13.2.5.4-1"},null,{"$f":"LEFT(G650,LEN(G650)-1)&VALUE(RIGHT(G650,1))+1","v":"5.8.4.3.4-3"},null,"P",null,null,null,null,null,null,"P",null,null,null,null,"P",null,null,"2016"]
[{"$f":"LEFT(A646,LEN(A646)-1)&VALUE(RIGHT(A646,1))+1","v":"5.13.2.5.4-2"},null,{"$f":"LEFT(C646,LEN(C646)-1)&VALUE(RIGHT(C646,1))+1","v":"5.13.2.5.4-2"},null,"5.13.2.5.4-2",null,{"$f":"G646","v":"5.8.4.3.4-3"},null,"P",null,null,null,null,null,null,"P",null,null,null,null,"P",null,null,"2016"]
["5.13.2.5.4-3",null,{"$f":"LEFT(C647,LEN(C647)-1)&VALUE(RIGHT(C647,1))+1","v":"5.13.2.5.4-3"},null,"5.13.2.5.4-3",null,"5.8.4.3.4-3",null,"P",null,null,null,null,null,null,"P",null,null,null,null,"P",null,null,"2016"]
["N/A",null,"N/A",null,"N/A",null,{"$f":"G645&\"-1\"","v":"5.8.4.3.4-1"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,"P",null,""]
["N/A",null,"N/A",null,"N/A",null,{"$f":"LEFT(G649,LEN(G649)-1)&VALUE(RIGHT(G649,1))+1","v":"5.8.4.3.4-2"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,"P",null,""]
["N/A",null,"N/A",null,"N/A",null,{"$f":"LEFT(G646,LEN(G646)-1)&VALUE(RIGHT(G646,1))+1","v":"5.8.4.3.4-4"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,"P",null,""]
["N/A",null,"N/A",null,"N/A",null,{"$f":"LEFT(G651,LEN(G651)-1)&VALUE(RIGHT(G651,1))+1","v":"5.8.4.3.4-5"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,"P",null,""]
["N/A",null,"N/A",null,"N/A",null,{"$f":"LEFT(G652,LEN(G652)-1)&VALUE(RIGHT(G652,1))+1","v":"5.8.4.3.4-6"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,"P",null,""]
["N/A",null,"N/A",null,"N/A",null,{"$f":"LEFT(G653,LEN(G653)-1)&VALUE(RIGHT(G653,1))+1","v":"5.8.4.3.4-7"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,"P",null,""]
["5.13.2.5.5","Design of Hanger Reinforcement","5.13.2.5.5","Design of Hanger Reinforcement","5.13.2.5.5","Design of Hanger Reinforcement","5.8.4.3.5","Design of Hanger Reinforcement","P",null,null,null,null,null,"P","P",null,null,null,null,"P",null,null,"2016"]
[{"$f":"A655&\"-1\"","v":"5.13.2.5.5-1"},null,{"$f":"C655&\"-1\"","v":"5.13.2.5.5-1"},null,{"$f":"E655&\"-1\"","v":"5.13.2.5.5-1"},null,{"$f":"G655&\"-1\"","v":"5.8.4.3.5-1"},null,"P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
[{"$f":"LEFT(A656,LEN(A656)-1)&VALUE(RIGHT(A656,1))+1","v":"5.13.2.5.5-2"},null,{"$f":"LEFT(C656,LEN(C656)-1)&VALUE(RIGHT(C656,1))+1","v":"5.13.2.5.5-2"},null,"5.13.2.5.5-2",null,{"$f":"LEFT(G656,LEN(G656)-1)&VALUE(RIGHT(G656,1))+1","v":"5.8.4.3.5-2"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.13.2.5.5-3",null,{"$f":"LEFT(C657,LEN(C657)-1)&VALUE(RIGHT(C657,1))+1","v":"5.13.2.5.5-3"},null,"5.13.2.5.5-3",null,"5.8.4.3.5-3",null,"P",null,null,null,null,null,null,"P",null,null,"P",null,null,null,null,"2016"]
["5.13.2.5.6","Design for Bearing","5.13.2.5.6","Design for Bearing","5.13.2.5.6","Design for Bearing","5.8.4.3.6","Design for Bearing","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.13.3","Footings","5.13.3","Footings","5.13.3","Footings","5.12.8","Footings","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.13.3.1","General","5.13.3.1","General","5.13.3.1","General","5.12.8.1","General","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.13.3.2","Loads and Reactions","5.13.3.2","Loads and Reactions","5.13.3.2","Loads and Reactions","5.12.8.2","Loads and Reactions","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.13.3.3","Resistance Factors","5.13.3.3","Resistance Factors","5.13.3.3","Resistance Factors","5.12.8.3","Resistance Factors","P",null,null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
["5.13.3.4","Moment in Footings","5.13.3.4","Moment in Footings","5.13.3.4","Moment in Footings","5.12.8.4","Moment in Footings","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.13.3.5","Distribution of Moment Reinforcement","5.13.3.5","Distribution of Moment Reinforcement","5.13.3.5","Distribution of Moment Reinforcement","5.12.8.5","Distribution of Moment Reinforcement","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"A665&\"-1\"","v":"5.13.3.5-1"},null,{"$f":"C665&\"-1\"","v":"5.13.3.5-1"},null,{"$f":"E665&\"-1\"","v":"5.13.3.5-1"},null,{"$f":"G665&\"-1\"","v":"5.12.8.5-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.13.3.6","Shear in Slabs and Footings","5.13.3.6","Shear in Slabs and Footings","5.13.3.6","Shear in Slabs and Footings","5.12.8.6","Shear in Slabs and Footings","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.13.3.6.1","Critical Sections for Shear","5.13.3.6.1","Critical Sections for Shear","5.13.3.6.1","Critical Sections for Shear","5.12.8.6.1","Critical Sections for Shear","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.13.3.6.2","One-Way Action","5.13.3.6.2","One-Way Action","5.13.3.6.2","One-Way Action","5.12.8.6.2","One-Way Action","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.13.3.6.3","Two-Way Action","5.13.3.6.3","Two-Way Action","5.13.3.6.3","Two-Way Action","5.12.8.6.3","Two-Way Action",null,"P",null,null,null,null,"P","P",null,null,null,"P",null,null,null,"2016"]
[{"$f":"A670&\"-1\"","v":"5.13.3.6.3-1"},null,{"$f":"C670&\"-1\"","v":"5.13.3.6.3-1"},null,{"$f":"E670&\"-1\"","v":"5.13.3.6.3-1"},null,{"$f":"G670&\"-1\"","v":"5.12.8.6.3-1"},null,"P",null,null,null,null,null,null,"P",null,null,"P",null,null,null,null,"2016"]
[{"$f":"LEFT(A671,LEN(A671)-1)&VALUE(RIGHT(A671,1))+1","v":"5.13.3.6.3-2"},null,{"$f":"LEFT(C671,LEN(C671)-1)&VALUE(RIGHT(C671,1))+1","v":"5.13.3.6.3-2"},null,"5.13.3.6.3-2",null,{"$f":"LEFT(G671,LEN(G671)-1)&VALUE(RIGHT(G671,1))+1","v":"5.12.8.6.3-2"},null,"P",null,null,null,null,null,null,"P",null,null,"P",null,null,null,null,"2016"]
["5.13.3.6.3-3",null,{"$f":"LEFT(C672,LEN(C672)-1)&VALUE(RIGHT(C672,1))+1","v":"5.13.3.6.3-3"},null,"5.13.3.6.3-3",null,"5.12.8.6.3-3",null,"P",null,null,null,null,null,null,"P",null,null,"P",null,null,null,null,"2016"]
["5.13.3.6.3-4",null,{"$f":"LEFT(C673,LEN(C673)-1)&VALUE(RIGHT(C673,1))+1","v":"5.13.3.6.3-4"},null,"5.13.3.6.3-4",null,"5.12.8.6.3-4",null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.13.3.7","Development of Reinforcement","5.13.3.7","Development of Reinforcement","5.13.3.7","Development of Reinforcement","5.12.8.7","Development of Reinforcement","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.13.3.8","Transfer of Force at Base of Column","5.13.3.8","Transfer of Force at Base of Column","5.13.3.8","Transfer of Force at Base of Column","5.12.8.8","Transfer of Force at Base of Column","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.13.4","Concrete Piles","5.13.4","Concrete Piles","5.13.4","Concrete Piles","5.12.9","Concrete Piles","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.13.4.1","General","5.13.4.1","General","5.13.4.1","General","5.12.9.1","General","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.13.4.2","Splices","5.13.4.2","Splices","5.13.4.2","Splices","5.12.9.2","Splices","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.13.4.3","Precast Reinforced Piles","5.13.4.3","Precast Reinforced Piles","5.13.4.3","Precast Reinforced Piles","5.12.9.3","Precast Reinforced Piles","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.13.4.3.1","Pile Dimensions","5.13.4.3.1","Pile Dimensions","5.13.4.3.1","Pile Dimensions","5.12.9.3.1","Pile Dimensions","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.13.4.3.2","Reinforcing Steel","5.13.4.3.2","Reinforcing Steel","5.13.4.3.2","Reinforcing Steel","5.12.9.3.2","Reinforcement","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.13.4.4","Precast Prestressed Piles","5.13.4.4","Precast Prestressed Piles","5.13.4.4","Precast Prestressed Piles","5.12.9.4","Precast Prestressed Piles","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.13.4.4.1","Pile Dimensions","5.13.4.4.1","Pile Dimensions","5.13.4.4.1","Pile Dimensions","5.12.9.4.1","Pile Dimensions","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.13.4.4.2","Concrete Quality","5.13.4.4.2","Concrete Quality","5.13.4.4.2","Concrete Quality","5.12.9.4.2","Concrete Quality","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,{"$f":"IF(A685=\"\",\"\",IF(LEN(I685&J685&K685&L685&M685&N685&O685&P685&Q685&R685&S685&T685&U685&V685&W685)>0,IF(LEN(P685&Q685&R685)>0,\"2016\",IF(LEN(K685&L685&M685)>0,\"2015\",\"\")),\"XXXXXXXX\"))","v":""}]
["5.13.4.4.3","Reinforcement","5.13.4.4.3","Reinforcement","5.13.4.4.3","Reinforcement","5.12.9.4.3","Reinforcement","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.13.4.5","Cast-in-Place Piles","5.13.4.5","Cast-in-Place Piles","5.13.4.5","Cast-in-Place Piles","5.12.9.5","Cast-in-Place Piles","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.13.4.5.1","Pile Dimensions","5.13.4.5.1","Pile Dimensions","5.13.4.5.1","Pile Dimensions","5.12.9.5.1","Pile Dimensions","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.13.4.5.2","Reinforcing Steel","5.13.4.5.2","Reinforcing Steel","5.13.4.5.2","Reinforcing Steel","5.12.9.5.2","Reinforcement","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.13.4.6","Seismic Requirements","5.13.4.6","Seismic Requirements","5.13.4.6","Seismic Requirements",5.1100000000000003,"Seismic Design and Details","P",null,null,null,null,"P",null,null,null,null,null,null,null,null,null,""]
["5.13.4.6.1","Zone 1","5.13.4.6.1","Zone 1","5.13.4.6.1","Zone 1","N/A",null,"P",null,null,null,null,"P",null,null,null,null,null,null,null,null,null,""]
["5.13.4.6.2","Zone 2","5.13.4.6.2","Zone 2","5.13.4.6.2","Zone 2","5.11.3.2","Concrete Piles","P",null,null,null,null,"P",null,null,null,null,null,null,null,null,null,""]
["5.13.4.6.2a","General","5.13.4.6.2a","General","5.13.4.6.2a","General","5.11.3.2.1","General","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.13.4.6.2b","Cast in Place Piles","5.13.4.6.2b","Cast in Place Piles","5.13.4.6.2b","Cast in Place Piles","5.11.3.2.2","Cast in Place Piles","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.13.4.6.2c","Precast Reinforced Piles","5.13.4.6.2c","Precast Reinforced Piles","5.13.4.6.2c","Precast Reinforced Piles","5.11.3.2.3","Precast Reinforced Piles","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.13.4.6.2d","Precast Prestressed Piles","5.13.4.6.2d","Precast Prestressed Piles","5.13.4.6.2d","Precast Prestressed Piles","5.11.3.2.4","Precast Prestressed Piles","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.13.4.6.3","Zones 3 and 4","5.13.4.6.3","Zones 3 and 4","5.13.4.6.3","Zones 3 and 4","5.11.4.5","Concrete Piles","P",null,null,null,null,"P",null,null,null,null,null,null,null,null,null,""]
["5.13.4.6.3a","General","5.13.4.6.3a","General","5.13.4.6.3a","General","5.11.4.5.1","General","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.13.4.6.3b","Confinement Length","5.13.4.6.3b","Confinement Length","5.13.4.6.3b","Confinement Length","5.11.4.5.2","Confinement Length","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.13.4.6.3c","Volumetric Ratio for Confinement","5.13.4.6.3c","Volumetric Ratio for Confinement","5.13.4.6.3c","Volumetric Ratio for Confinement","5.11.4.5.3","Volumetric Ratio for Confinement","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.13.4.6.3d","Cast in Place Piles","5.13.4.6.3d","Cast in Place Piles","5.13.4.6.3d","Cast in Place Piles","5.11.4.5.4","Cast in Place Piles","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.13.4.6.3e","Precast Piles","5.13.4.6.3e","Precast Piles","5.13.4.6.3e","Precast Piles","5.11.4.5.5","Precast Piles","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,""]
[5.14,"Provisions for Structure Types",5.14,"Provisions for Structure Types",5.14,"Provisions for Structure Types",5.12,"Provisions for Structure Components and Types","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.14.1","Beams and Girders","5.14.1","Beams and Girders","5.14.1","Beams and Girders","5.12.3","Beams and Girders","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.1.1","General","5.14.1.1","General","5.14.1.1","General","5.12.3.1","General",null,"P",null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.1.2","Precast Beams","5.14.1.2","Precast Beams","5.14.1.2","Precast Beams","5.12.3.2","Precast Beams","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.1.2.1","Preservice Conditions","5.14.1.2.1","Preservice Conditions","5.14.1.2.1","Preservice Conditions","5.12.3.2.1","Preservice Conditions","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.1.2.2","Extreme Dimensions","5.14.1.2.2","Extreme Dimensions","5.14.1.2.2","Extreme Dimensions","5.12.3.2.2","Extreme Dimensions","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.1.2.3","Lifting Devices","5.14.1.2.3","Lifting Devices","5.14.1.2.3","Lifting Devices","5.12.3.2.3","Lifting Devices","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.14.1.2.4","Detail Design","5.14.1.2.4","Detail Design","5.14.1.2.4","Detail Design","5.12.3.2.4","Detail Design","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.1.2.5","Concrete Strength","5.14.1.2.5","Concrete Strength","5.14.1.2.5","Concrete Strength","5.12.3.2.5","Concrete Strength","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.14.1.3","Spliced Precast Girders","5.14.1.3","Spliced Precast Girders","5.14.1.3","Spliced Precast Girders","5.12.3.4","Spliced Precast Girders","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.1.3.1","General","5.14.1.3.1","General","5.14.1.3.1","General","5.12.3.4.1","General",null,"P",null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.1.3.2","Joints between Segments","5.14.1.3.2","Joints between Segments","5.14.1.3.2","Joints between Segments","5.12.3.4.2","Joints between Spliced Girders","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.14.1.3.2a","General","5.14.1.3.2a","General","5.14.1.3.2a","General","5.12.3.4.2a","General","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.1.3.2b","Details of Closure Joints","5.14.1.3.2b","Details of Closure Joints","5.14.1.3.2b","Details of Closure Joints","5.12.3.4.2b","Details of Closure Joints","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.1.3.2c","Details of Match-Cast Joints","5.14.1.3.2c","Details of Match-Cast Joints","5.14.1.3.2c","Details of Match-Cast Joints","5.12.3.4.2c","Details of Match-Cast Joints","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.1.3.2d","Joint Design","5.14.1.3.2d","Joint Design","5.14.1.3.2d","Joint Design","5.12.3.4.2d","Joint Design","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.1.3.3","Girder Segment Design","5.14.1.3.3","Girder Segment Design","5.14.1.3.3","Girder Segment Design","5.12.3.4.3","Girder Segment Design","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.1.3.4","Post-Tensioning","5.14.1.3.4","Post-Tensioning","5.14.1.3.4","Post-Tensioning","5.12.3.4.4","Post-Tensioning","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.14.1.4","Bridges Composed of Simple Span Precast Girders Made Continuous","5.14.1.4","Bridges Composed of Simple Span Precast Girders Made Continuous","5.14.1.4","Bridges Composed of Simple Span Precast Girders Made Continuous","5.12.3.3","Bridges Composed of Simple Span Precast Girders Made Continuous","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.1.4.1","General","5.14.1.4.1","General","5.14.1.4.1","General","5.12.3.3.1","General","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.14.1.4.2","Restraint Moments","5.14.1.4.2","Restraint Moments","5.14.1.4.2","Restraint Moments","5.12.3.3.2","Restraint Moments","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.14.1.4.3","Material Properties","5.14.1.4.3","Material Properties","5.14.1.4.3","Material Properties","5.12.3.3.3","Material Properties",null,"P",null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
[{"$f":"\"C\"&A725&\"-1\"","v":"C5.14.1.4.3-1"},null,{"$f":"\"C\"&C725&\"-1\"","v":"C5.14.1.4.3-1"},null,{"$f":"\"C\"&E725&\"-1\"","v":"C5.14.1.4.3-1"},null,{"$f":"\"C\"&G725&\"-1\"","v":"C5.12.3.3.3-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.1.4.4","Age of Girder When Continuity Is Established","5.14.1.4.4","Age of Girder When Continuity Is Established","5.14.1.4.4","Age of Girder When Continuity Is Established","5.12.3.3.4","Age of Girder When Continuity Is Established","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.1.4.5","Degree of Continuity at Various Limit States","5.14.1.4.5","Degree of Continuity at Various Limit States","5.14.1.4.5","Degree of Continuity at Various Limit States","5.12.3.3.5","Degree of Continuity at Various Limit States","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.1.4.6","Service Limit State","5.14.1.4.6","Service Limit State","5.14.1.4.6","Service Limit State","5.12.3.3.6","Service Limit State","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.1.4.7","Strength Limit State","5.14.1.4.7","Strength Limit State","5.14.1.4.7","Strength Limit State","5.12.3.3.7","Strength Limit State","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.1.4.8","Negative Moment Connections","5.14.1.4.8","Negative Moment Connections","5.14.1.4.8","Negative Moment Connections","5.12.3.3.8","Negative Moment Connections","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.1.4.9","Positive Moment Connections","5.14.1.4.9","Positive Moment Connections","5.14.1.4.9","Positive Moment Connections","5.12.3.3.9","Positive Moment Connections","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.1.4.9a","General","5.14.1.4.9a","General","5.14.1.4.9a","General","5.12.3.3.9a","General","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.14.1.4.9b","Positive Moment Connection Using Mild Reinforcement","5.14.1.4.9b","Positive Moment Connection Using Mild Reinforcement","5.14.1.4.9b","Positive Moment Connection Using Mild Reinforcement","5.12.3.3.9b","Positive Moment Connection Using Nonprestressed Reinforcement","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.14.1.4.9c","Positive Moment Connection Using Prestressing Strand","5.14.1.4.9c","Positive Moment Connection Using Prestressing Strand","5.14.1.4.9c","Positive Moment Connection Using Prestressing Strand","5.12.3.3.9c","Positive Moment Connection Using Prestressing Strand","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"A735&\"-1\"","v":"5.14.1.4.9c-1"},null,{"$f":"C735&\"-1\"","v":"5.14.1.4.9c-1"},null,{"$f":"E735&\"-1\"","v":"5.14.1.4.9c-1"},null,{"$f":"G735&\"-1\"","v":"5.12.3.3.9c-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A736,LEN(A736)-1)&VALUE(RIGHT(A736,1))+1","v":"5.14.1.4.9c-2"},null,{"$f":"LEFT(C736,LEN(C736)-1)&VALUE(RIGHT(C736,1))+1","v":"5.14.1.4.9c-2"},null,"5.14.1.4.9c-2",null,{"$f":"LEFT(G736,LEN(G736)-1)&VALUE(RIGHT(G736,1))+1","v":"5.12.3.3.9c-2"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.1.4.9d","Details of Positive Moment Connection","5.14.1.4.9d","Details of Positive Moment Connection","5.14.1.4.9d","Details of Positive Moment Connection","5.12.3.3.9d","Details of Positive Moment Connection","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.1.4.10","Continuity Diaphragms","5.14.1.4.10","Continuity Diaphragms","5.14.1.4.10","Continuity Diaphragms","5.12.3.3.10","Continuity Diaphragms","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.1.5","Cast-in-Place Girders and Box and T-Beams","5.14.1.5","Cast-in-Place Girders and Box and T-Beams","5.14.1.5","Cast-in-Place Girders and Box and T-Beams","5.12.3.5","Cast-in-Place Girders and Box and T-Beams","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.1.5.1","Flange and Web Thickness","5.14.1.5.1","Flange and Web Thickness","5.14.1.5.1","Flange and Web Thickness","5.12.3.5.1","Flange and Web Thickness","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.1.5.1a","Top Flange","5.14.1.5.1a","Top Flange","5.14.1.5.1a","Top Flange","5.12.3.5.1a","Top Flange","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.14.1.5.1b","Bottom Flange","5.14.1.5.1b","Bottom Flange","5.14.1.5.1b","Bottom Flange","5.12.3.5.1b","Bottom Flange","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.14.1.5.1c","Web","5.14.1.5.1c","Web","5.14.1.5.1c","Web","5.12.3.5.1c","Web","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.14.1.5.2","Reinforcement","5.14.1.5.2","Reinforcement","5.14.1.5.2","Reinforcement","5.12.3.5.2","Reinforcement","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.1.5.2a","Deck Slab Reinforcement Cast-in-Place in T-Beams and Box Girders","5.14.1.5.2a","Deck Slab Reinforcement Cast-in-Place in T-Beams and Box Girders","5.14.1.5.2a","Deck Slab Reinforcement Cast-in-Place in T-Beams and Box Girders","5.12.3.5.2a","Deck Slab Reinforcement Cast-in-Place in T-Beams and Box Girders","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.1.5.2b","Bottom Slab Reinforcement in Cast-in-Place Box Girders","5.14.1.5.2b","Bottom Slab Reinforcement in Cast-in-Place Box Girders","5.14.1.5.2b","Bottom Slab Reinforcement in Cast-in-Place Box Girders","5.12.3.5.2b","Bottom Slab Reinforcement in Cast-in-Place Box Girders","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.2","Segmental Construction","5.14.2","Segmental Construction","5.14.2","Segmental Construction","5.12.5","Segmental Concrete Bridges","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.14.2.1","General","5.14.2.1","General","5.14.2.1","General","5.12.5.1","General","P",null,null,null,null,"P",null,null,null,null,null,null,"P",null,null,{"$f":"IF(A749=\"\",\"\",IF(LEN(I749&J749&K749&L749&M749&N749&O749&P749&Q749&R749&S749&T749&U749&V749&W749)>0,IF(LEN(P749&Q749&R749)>0,\"2016\",IF(LEN(K749&L749&M749)>0,\"2015\",\"\")),\"XXXXXXXX\"))","v":""}]
["5.14.2.2","Analysis of Segmental Bridges","5.14.2.2","Analysis of Segmental Bridges","5.14.2.2","Analysis of Segmental Bridges","5.12.5.2","Analysis of Segmental Bridges","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.2.2.1","General","5.14.2.2.1","General","5.14.2.2.1","General","5.12.5.2.1","General","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.2.2.2","Construction Analysis","5.14.2.2.2","Construction Analysis","5.14.2.2.2","Construction Analysis","5.12.5.2.2","Construction Analysis","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.2.2.3","Analysis of the Final Structural System","5.14.2.2.3","Analysis of the Final Structural System","5.14.2.2.3","Analysis of the Final Structural System","5.12.5.2.3","Analysis of the Final Structural System","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.14.2.3","Design","5.14.2.3","Design","5.14.2.3","Design","5.12.5.3","Design","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.2.3.1","Loads","5.14.2.3.1","Loads","5.14.2.3.1","Loads","5.12.5.3.1","Loads","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.2.3.2","Construction Loads","5.14.2.3.2","Construction Loads","5.14.2.3.2","Construction Loads","5.12.5.3.2","Construction Loads","P",null,null,null,null,null,"P","P",null,null,null,"P",null,null,null,"2016"]
["5.14.2.3.3","Construction Load Combinations at the Service Limit State","5.14.2.3.3","Construction Load Combinations at the Service Limit State","5.14.2.3.3","Construction Load Combinations at the Service Limit State","5.12.5.3.3","Construction Load Combinations at the Service Limit State","P",null,null,null,null,null,null,"P",null,null,null,null,"P",null,null,"2016"]
["5.14.2.3.4","Construction Load Combinations at Strength Limit States","5.14.2.3.4","Construction Load Combinations at Strength Limit States","5.14.2.3.4","Construction Load Combinations at Strength Limit States","5.12.5.3.4","Construction Load Combinations at Strength Limit States","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.2.3.4a","Superstructures","5.14.2.3.4a","Superstructures","5.14.2.3.4a","Superstructures","5.12.5.3.4a","Superstructure Load Effects and Structural Stability","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"A759&\"-1\"","v":"5.14.2.3.4a-1"},"ΣγQ = 1.1(DC + DIFF) + 1.3(CEQ + CLL)  + A + AI",{"$f":"C759&\"-1\"","v":"5.14.2.3.4a-1"},"ΣγQ = 1.1(DC + DIFF) + 1.3(CEQ + CLL)  + A + AI",{"$f":"E759&\"-1\"","v":"5.14.2.3.4a-1"},"ΣγQ = 1.1(DC + DIFF) + 1.3(CEQ + CLL)  + A + AI",{"$f":"G759&\"-1\"","v":"5.12.5.3.4a-1"},"ΣγQ = 1.1(DC + DIFF) + 1.3(CEQ + CLL)  + A + AI","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A760,LEN(A760)-1)&VALUE(RIGHT(A760,1))+1","v":"5.14.2.3.4a-2"},"ΣγQ = DC + CEQ + A + AI",{"$f":"LEFT(C760,LEN(C760)-1)&VALUE(RIGHT(C760,1))+1","v":"5.14.2.3.4a-2"},"ΣγQ = DC + CEQ + A + AI","5.14.2.3.4a-2","ΣγQ = DC + CEQ + A + AI",{"$f":"LEFT(G760,LEN(G760)-1)&VALUE(RIGHT(G760,1))+1","v":"5.12.5.3.4a-2"},"ΣγQ = DC + CEQ + A + AI","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.2.3.4b","Substructures","5.14.2.3.4b","Substructures","5.14.2.3.4b","Substructures","5.12.5.3.4b","Substructures","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.14.2.3.5","Thermal Effects During Construction","5.14.2.3.5","Thermal Effects During Construction","5.14.2.3.5","Thermal Effects During Construction","5.12.5.3.5","Thermal Effects During Construction","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.2.3.6","Creep and Shrinkage","5.14.2.3.6","Creep and Shrinkage","5.14.2.3.6","Creep and Shrinkage","5.12.5.3.6","Creep and Shrinkage","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"\"C\"&A764&\"-1\"","v":"C5.14.2.3.6-1"},null,{"$f":"\"C\"&C764&\"-1\"","v":"C5.14.2.3.6-1"},null,{"$f":"\"C\"&E764&\"-1\"","v":"C5.14.2.3.6-1"},null,{"$f":"\"C\"&G764&\"-1\"","v":"C5.12.5.3.6-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.2.3.7","Prestress Losses","5.14.2.3.7","Prestress Losses","5.14.2.3.7","Prestress Losses","5.12.5.3.7","Prestress Losses","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.2.3.8","Provisional Post-Tensioning Ducts and Anchorages","5.14.2.3.8","Provisional Post-Tensioning Ducts and Anchorages","5.14.2.3.8","Provisional Post-Tensioning Ducts and Anchorages","5.12.5.3.9","Provisional Post-Tensioning Ducts and Anchorages","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.2.3.8a","General","5.14.2.3.8a","General","5.14.2.3.8a","General","5.12.5.3.9a","General","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.2.3.8b","Bridges with Internal Ducts","5.14.2.3.8b","Bridges with Internal Ducts","5.14.2.3.8b","Bridges with Internal Ducts","5.12.5.3.9b","Bridges with Internal Ducts","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.2.3.8c","Provision for Future Dead Load or Deflection Adjustment","5.14.2.3.8c","Provision for Future Dead Load or Deflection Adjustment","5.14.2.3.8c","Provision for Future Dead Load or Deflection Adjustment","5.12.5.3.9c","Provision for Future Dead Load or Deflection Adjustment","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.2.3.9","Plan Presentation","5.14.2.3.9","Plan Presentation","5.14.2.3.9","Plan Presentation","5.12.5.3.10","Plan Presentation","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.2.3.10","Box Girder Cross-Section Dimensions and Details","5.14.2.3.10","Box Girder Cross-Section Dimensions and Details","5.14.2.3.10","Box Girder Cross-Section Dimensions and Details","5.12.5.3.11","Box Girder Cross-Section Dimensions and Details",null,"P",null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.2.3.10a","Minimum Flange Thickness","5.14.2.3.10a","Minimum Flange Thickness","5.14.2.3.10a","Minimum Flange Thickness","5.12.5.3.11a","Minimum Flange Thickness","P",null,null,null,null,null,null,"P","P",null,null,null,"P",null,null,"2016"]
["5.14.2.3.10b","Minimum Web Thickness","5.14.2.3.10b","Minimum Web Thickness","5.14.2.3.10b","Minimum Web Thickness","5.12.5.3.11b","Minimum Web Thickness","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.2.3.10c","Length of Top Flange Cantilever","5.14.2.3.10c","Length of Top Flange Cantilever","5.14.2.3.10c","Length of Top Flange Cantilever","5.12.5.3.11c","Length of Top Flange Cantilever","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.2.3.10d","Overall Cross-Section Dimensions","5.14.2.3.10d","Overall Cross-Section Dimensions","5.14.2.3.10d","Overall Cross-Section Dimensions","5.12.5.3.11d","Overall Cross-Section Dimensions","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.2.3.10e","Overlays","5.14.2.3.10e","Overlays","5.14.2.3.10e","Overlays","5.14.5","Deck Protection Systems","P",null,null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
["5.14.2.3.11","Seismic Design","5.14.2.3.11","Seismic Design","5.14.2.3.11","Seismic Design","5.12.5.3.12","Seismic Design","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.2.4","Types of Segmental Bridges","5.14.2.4","Types of Segmental Bridges","5.14.2.4","Types of Segmental Bridges","5.12.5.4","Types of Segmental Bridges","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.2.4.1","General","5.14.2.4.1","General","5.14.2.4.1","General","5.12.5.4.1","General","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.2.4.2","Details for Precast Construction","5.14.2.4.2","Details for Precast Construction","5.14.2.4.2","Details for Precast Construction","5.12.5.4.2","Details for Precast Construction","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.2.4.3","Details for Cast-in-Place Construction","5.14.2.4.3","Details for Cast-in-Place Construction","5.14.2.4.3","Details for Cast-in-Place Construction","5.12.5.4.3","Details for Cast-in-Place Construction","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.2.4.4","Cantilever Construction","5.14.2.4.4","Cantilever Construction","5.14.2.4.4","Cantilever Construction","5.12.5.4.4","Cantilever Construction","P",null,null,null,null,null,"P","P",null,null,null,null,"P",null,null,"2016"]
["5.14.2.4.5","Span-by-Span Construction","5.14.2.4.5","Span-by-Span Construction","5.14.2.4.5","Span-by-Span Construction","5.12.5.4.5","Span-by-Span Construction","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.2.4.6","Incrementally Launched Construction","5.14.2.4.6","Incrementally Launched Construction","5.14.2.4.6","Incrementally Launched Construction","5.12.5.4.6","Incrementally Launched Construction","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.2.4.6a","General","5.14.2.4.6a","General","5.14.2.4.6a","General","5.12.5.4.6a","General","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.2.4.6b","Force Effects Due to Construction Tolerances","5.14.2.4.6b","Force Effects Due to Construction Tolerances","5.14.2.4.6b","Force Effects Due to Construction Tolerances","5.12.5.4.6b","Force Effects Due to Construction Tolerances","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.2.4.6c","Design Details","5.14.2.4.6c","Design Details","5.14.2.4.6c","Design Details","5.12.5.4.6c","Design Details","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.2.4.6d","Design of Construction Equipment","5.14.2.4.6d","Design of Construction Equipment","5.14.2.4.6d","Design of Construction Equipment","5.12.5.4.6d","Design of Construction Equipment","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.2.5","Use of Alternative Construction Methods","5.14.2.5","Use of Alternative Construction Methods","5.14.2.5","Use of Alternative Construction Methods","5.12.5.5","Use of Alternative Construction Methods","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.2.6","Segmentally Constructed Bridge Substructures","5.14.2.6","Segmentally Constructed Bridge Substructures","5.14.2.6","Segmentally Constructed Bridge Substructures","5.12.5.6","Segmentally Constructed Bridge Substructures","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.2.6.1","General","5.14.2.6.1","General","5.14.2.6.1","General","5.12.5.6.1","General","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.2.6.2","Construction Load Combinations","5.14.2.6.2","Construction Load Combinations","5.14.2.6.2","Construction Load Combinations","5.12.5.6.2","Construction Load Combinations","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.2.6.3","Longitudinal Reinforcement of Hollow, Rectangular Precast Segmental Piers","5.14.2.6.3","Longitudinal Reinforcement of Hollow, Rectangular Precast Segmental Piers","5.14.2.6.3","Longitudinal Reinforcement of Hollow, Rectangular Precast Segmental Piers","5.12.5.6.3","Longitudinal Reinforcement of Hollow, Rectangular Precast Segmental Piers","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.3","Arches","5.14.3","Arches","5.14.3","Arches","5.12.6","Arches","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.3.1","General","5.14.3.1","General","5.14.3.1","General","5.12.6.1","General","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.3.2","Arch Ribs","5.14.3.2","Arch Ribs","5.14.3.2","Arch Ribs","5.12.6.2","Arch Ribs","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.4","Slab Superstructures","5.14.4","Slab Superstructures","5.14.4","Slab Superstructures","5.12.2","Slab Superstructures","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.4.1","Cast-in-Place Solid Slab Superstructures","5.14.4.1","Cast-in-Place Solid Slab Superstructures","5.14.4.1","Cast-in-Place Solid Slab Superstructures","5.12.2.1","Cast-in-Place Solid Slab Superstructures","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"A799&\"-1\"","v":"5.14.4.1-1"},null,{"$f":"C799&\"-1\"","v":"5.14.4.1-1"},null,{"$f":"E799&\"-1\"","v":"5.14.4.1-1"},null,{"$f":"G799&\"-1\"","v":"5.12.2.1-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A800,LEN(A800)-1)&VALUE(RIGHT(A800,1))+1","v":"5.14.4.1-2"},null,{"$f":"LEFT(C800,LEN(C800)-1)&VALUE(RIGHT(C800,1))+1","v":"5.14.4.1-2"},null,"5.14.4.1-2",null,{"$f":"LEFT(G800,LEN(G800)-1)&VALUE(RIGHT(G800,1))+1","v":"5.12.2.1-2"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.4.2","Cast-in-Place Voided Slab Superstructures","5.14.4.2","Cast-in-Place Voided Slab Superstructures","5.14.4.2","Cast-in-Place Voided Slab Superstructures","5.12.2.2","Cast-in-Place Voided Slab Superstructures","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.4.2.1","Cross-Section Dimensions","5.14.4.2.1","Cross-Section Dimensions","5.14.4.2.1","Cross-Section Dimensions","5.12.2.2.1","Cross-Section Dimensions","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.4.2.2","Minimum Number of Bearings","5.14.4.2.2","Minimum Number of Bearings","5.14.4.2.2","Minimum Number of Bearings","5.12.2.2.2","Minimum Number of Bearings","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.4.2.3","Solid End Sections","5.14.4.2.3","Solid End Sections","5.14.4.2.3","Solid End Sections","5.12.2.2.3","Solid End Sections","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.4.2.4","General Design Requirements","5.14.4.2.4","General Design Requirements","5.14.4.2.4","General Design Requirements","5.12.2.2.4","General Design Requirements","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.4.2.5","Compressive Zones in Negative Moment Area","5.14.4.2.5","Compressive Zones in Negative Moment Area","5.14.4.2.5","Compressive Zones in Negative Moment Area","5.12.2.2.5","Compressive Zones in Negative Moment Area","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.4.2.6","Drainage of Voids","5.14.4.2.6","Drainage of Voids","5.14.4.2.6","Drainage of Voids","5.12.2.2.6","Drainage of Voids","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.4.3","Precast Deck Bridges","5.14.4.3","Precast Deck Bridges","5.14.4.3","Precast Deck Bridges","5.12.2.3","Precast Deck Bridges","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.4.3.1","General","5.14.4.3.1","General","5.14.4.3.1","General","5.12.2.3.1","General","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.4.3.2","Shear Transfer Joints","5.14.4.3.2","Shear Transfer Joints","5.14.4.3.2","Shear Transfer Joints","5.12.2.3.2","Shear Transfer Joints","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.4.3.3","Shear-Flexure Transfer Joints","5.14.4.3.3","Shear-Flexure Transfer Joints","5.14.4.3.3","Shear-Flexure Transfer Joints","5.12.2.3.3","Shear-Flexure Transfer Joints","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.4.3.3a","General","5.14.4.3.3a","General","5.14.4.3.3a","General","5.12.2.3.3a","General","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,{"$f":"IF(A813=\"\",\"\",IF(LEN(I813&J813&K813&L813&M813&N813&O813&P813&Q813&R813&S813&T813&U813&V813&W813)>0,IF(LEN(P813&Q813&R813)>0,\"2016\",IF(LEN(K813&L813&M813)>0,\"2015\",\"\")),\"XXXXXXXX\"))","v":""}]
["5.14.4.3.3b","Design","5.14.4.3.3b","Design","5.14.4.3.3b","Design","5.12.2.3.3b","Design","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.4.3.3c","Post-Tensioning","5.14.4.3.3c","Post-Tensioning","5.14.4.3.3c","Post-Tensioning","5.12.2.3.3c","Post-Tensioning","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.4.3.3d","Longitudinal Construction Joints","5.14.4.3.3d","Longitudinal Construction Joints","5.14.4.3.3d","Longitudinal Construction Joints","5.12.2.3.3d","Longitudinal Construction Joints","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.4.3.3e","Cast-in-Place Closure Joint","5.14.4.3.3e","Cast-in-Place Closure Joint","5.14.4.3.3e","Cast-in-Place Closure Joint","5.12.2.3.3e","Cast-in-Place Closure Joints","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.4.3.3f","Structural Overlay","5.14.4.3.3f","Structural Overlay","5.14.4.3.3f","Structural Overlay","5.12.2.3.3f","Structural Overlay","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.5","Additional Provisions for Culverts","5.14.5","Additional Provisions for Culverts","5.14.5","Additional Provisions for Culverts","5.12.7","Culverts","P",null,null,null,null,"P",null,null,null,null,null,"P",null,null,null,""]
["5.14.5.1","General","5.14.5.1","General","5.14.5.1","General","5.12.7.1","General","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.5.2","Design for Flexure","5.14.5.2","Design for Flexure","5.14.5.2","Design for Flexure","5.12.7.2","Design for Flexure","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["5.14.5.3","Design for Shear in Slabs of Box Culverts","5.14.5.3","Design for Shear in Slabs of Box Culverts","5.14.5.3","Design for Shear in Slabs of Box Culverts","5.12.7.3","Design for Shear in Slabs of Box Culverts","P",null,null,null,null,null,"P","P",null,null,null,"P",null,null,null,"2016"]
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["N/A",null,"N/A",null,"N/A",null,{"$f":"LEFT(G823,LEN(G823)-1)&VALUE(RIGHT(G823,1))+1","v":"5.12.7.3-2"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,"P",null,""]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,""]
[5.15,"References",5.15,"References",5.15,"References",5.15,"References",null,null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,"2016"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,""]
["Appendix A5","Basic Steps for Concrete Bridges","Appendix A5","Basic Steps for Concrete Bridges","Appendix A5","Basic Steps for Concrete Bridges","Appendix A5","Basic Steps for Concrete Bridges","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["A5.1","General","A5.1","General","A5.1","General","A5.1","General","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["A5.2","General Considerations","A5.2","General Considerations","A5.2","General Considerations","A5.2","General Considerations","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["A5.3","Beam and Girder Superstructure Design","A5.3","Beam and Girder Superstructure Design","A5.3","Beam and Girder Superstructure Design","A5.3","Beam and Girder Superstructure Design","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["A5.4","Slab Bridges","A5.4","Slab Bridges","A5.4","Slab Bridges","A5.4","Slab Bridges","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["A5.5","Substructure Design","A5.5","Substructure Design","A5.5","Substructure Design","A5.5","Substructure Design","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,""]
["Appendix B5","General Procedure for Shear Design with Tables","Appendix B5","General Procedure for Shear Design with Tables","Appendix B5","General Procedure for Shear Design with Tables","Appendix B5","General Procedure for Shear Design with Tables","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["B5.1","Background","B5.1","Background","B5.1","Background","B5.1","Background","P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["B5.2","Sectional Design Model—General Procedure","B5.2","Sectional Design Model—General Procedure","B5.2","Sectional Design Model—General Procedure","B5.2","Sectional Design Model—General Procedure","P",null,null,null,null,"P",null,null,null,null,null,null,"P",null,null,""]
[{"$f":"A213","v":"5.8.2.1-6"},null,{"$f":"C213","v":"5.8.2.1-6"},null,{"$f":"E213","v":"5.8.2.1-6"},null,{"$f":"G837&\"-1\"","v":"B5.2-1"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,"P",null,""]
[{"$f":"A214","v":"5.8.2.1-7"},null,{"$f":"C214","v":"5.8.2.1-7"},null,{"$f":"E214","v":"5.8.2.1-7"},null,{"$f":"LEFT(G838,LEN(G838)-1)&VALUE(RIGHT(G838,1))+1","v":"B5.2-2"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,"P",null,""]
[{"$f":"A837&\"-1\"","v":"B5.2-1"},null,{"$f":"C837&\"-1\"","v":"B5.2-1"},null,{"$f":"E837&\"-1\"","v":"B5.2-1"},null,{"$f":"LEFT(G839,LEN(G839)-1)&VALUE(RIGHT(G839,1))+1","v":"B5.2-3"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A840,LEN(A840)-1)&VALUE(RIGHT(A840,1))+1","v":"B5.2-2"},null,{"$f":"LEFT(C840,LEN(C840)-1)&VALUE(RIGHT(C840,1))+1","v":"B5.2-2"},null,"B5.2-2",null,{"$f":"LEFT(G840,LEN(G840)-1)&VALUE(RIGHT(G840,1))+1","v":"B5.2-4"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"LEFT(A841,LEN(A841)-1)&VALUE(RIGHT(A841,1))+1","v":"B5.2-3"},null,{"$f":"LEFT(C841,LEN(C841)-1)&VALUE(RIGHT(C841,1))+1","v":"B5.2-3"},null,{"$f":"LEFT(E841,LEN(E841)-1)&VALUE(RIGHT(E841,1))+1","v":"B5.2-3"},null,{"$f":"LEFT(G841,LEN(G841)-1)&VALUE(RIGHT(G841,1))+1","v":"B5.2-5"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
["B5.2-4",null,{"$f":"LEFT(C842,LEN(C842)-1)&VALUE(RIGHT(C842,1))+1","v":"B5.2-4"},null,"B5.2-4",null,{"$f":"LEFT(G842,LEN(G842)-1)&VALUE(RIGHT(G842,1))+1","v":"B5.2-6"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[{"$f":"\"C\"&A837&\"-1\"","v":"CB5.2-1"},null,{"$f":"\"C\"&C837&\"-1\"","v":"CB5.2-1"},null,{"$f":"\"C\"&E837&\"-1\"","v":"CB5.2-1"},null,{"$f":"\"C\"&G837&\"-1\"","v":"CB5.2-1"},null,"P",null,null,null,null,"P",null,null,null,null,"P",null,null,null,null,""]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,""]
["Appendix C5","Upper Limits for Articles Affected by Concrete Compressive Strength","Appendix C5","Upper Limits for Articles Affected by Concrete Compressive Strength","Appendix C5","Upper Limits for Articles Affected by Concrete Compressive Strength","Appendix C5","Upper Limits for Articles Affected by Concrete Compressive Strength",null,null,"P",null,null,null,null,"P",null,null,null,null,null,null,null,"2016"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,""]
["Appendix D5","Articles Modified to Allow the Use of Reinforcement with a Specified Minimum Yield Strength Up to 100 ksi","Appendix D5","Articles Modified to Allow the Use of Reinforcement with a Specified Minimum Yield Strength Up to 100 ksi","Appendix D5","Articles Modified to Allow the Use of Reinforcement with a Specified Minimum Yield Strength Up to 100 ksi","Appendix D5","Articles Modified to Allow the Use of Reinforcement with a Specified Minimum Yield Strength Up to 100 ksi","P",null,null,null,null,"P",null,null,null,null,null,null,null,null,null,""]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,""]
["N/A",null,"N/A",null,"N/A",null,5.13,"Anchors",null,null,null,null,null,null,null,null,null,null,null,null,null,"P",null,""]
["N/A",null,"N/A",null,"N/A",null,"5.13.1","General",null,null,null,null,null,null,null,null,null,null,null,null,null,"P",null,""]
["N/A",null,"N/A",null,"N/A",null,"5.13.2","General Strength Requirements",null,null,null,null,null,null,null,null,null,null,null,null,null,"P",null,""]
["N/A",null,"N/A",null,"N/A",null,"5.13.2.1","Failure Modes to be Considered",null,null,null,null,null,null,null,null,null,null,null,null,null,"P",null,""]
["N/A",null,"N/A",null,"N/A",null,"5.13.2.2","Resistance Factors",null,null,null,null,null,null,null,null,null,null,null,null,null,"P",null,""]
["N/A",null,"N/A",null,"N/A",null,"5.13.2.3","Determination of Anchor Resistance",null,null,null,null,null,null,null,null,null,null,null,null,null,"P",null,""]
["N/A",null,"N/A",null,"N/A",null,"5.13.3","Seismic Design Requirements",null,null,null,null,null,null,null,null,null,null,null,null,null,"P",null,""]
["N/A",null,"N/A",null,"N/A",null,"5.13.4","Installation",null,null,null,null,null,null,null,null,null,null,null,null,null,"P",null,""]