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MessagePosté le: Mar 6 Sep - 17:37 (2016)    Sujet du message: Safe Csi Crack Répondre en citant




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Safe Csi Crack

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Concrete..Structures:..Stresses..and..Deformations:..Analysis..and..Design..for..Serviceability..(3rd..ed.)...In..order..to..remove..portion..of..dead..load..deflection..occurring..before..attachment..of..nonstructural..elements,..the..following..procedure..can..also..be..used:..Case..4=..Cracked..analysis..for..permanent..load..with..short-term..concrete..modulus..is..given..as..DEAD..+..DSDEAD,..in..which..D=..percentage..of..super..imposed..dead..load..present..before..attachment..of..non..structural..elementsOrCase..4=..Cracked..analysis..for..permanent..load..with..long-term..concrete..modulus..creep..and..shrinkage..is..given..as..DEAD..+..DSDEAD,..in..which..D=..percentage..of..super..imposed..dead..load..present..before..attachment..of..non..structural..elements,..and..say..using..a..creep..factor..for..3..months...The...difference...between...Case...1...and...Case...2...represents...the...incremental...deflection...(without...creep...and...shrinkage)...due...to...non-sustained...loading...on...a...cracked...structure.The...procedure...indicated...above...results...on...total...long...term...deflection...over...time....(2002)....We....recommend....this....method,....though....an....alternative....is....available,....described....as....follows:A....single....load....pattern....is....applied....in....a....load....case,....then....another....case....is....set....to....continue....From....State....at....End....of....Nonlinear....Case.....Method....Not....Allowed..........

No...labels........Sustained..portion,..in..which..long-term..cracked..analysis..considers..the..sustained..loading..from..DEAD,..SDEAD,..and..a..portion..of..the..LIVE..load...Deflection...reports...the...total...deflection...from...both...DEAD...and...SDEAD...cases,...however,...the...increase...in...DEAD...load...deflection...due...to...additional...cracking...from...SDEAD...load...application...is...not...recognized,...therefore...we...do...not...recommend...this...method.Cracked-slab...deflectionSAFE...can...use...user-defined...reinforcement...to...compute...cracked-slab...deflection....How..are..cracked..sections..analyzed..in..SAFE?Answer:..Two..types..of..cracked-section..analysis..are..available,..including:Immediate..cracked..deflectionLong-term..cracked..deflection..accounting..for..creep..and..shrinkageCracked-section..analysis..is..run..in..SAFE..using..either..of..the..following..two..methods:All..load..patterns..are..applied..in..a..single..load..case..which..uses..either..immediate..or..long-term..cracked..deflection,..discussed..as..follows:..Immediate..cracked..deflection,..in..which..all..loads..(DEAD..+..SDEAD..+..LIVE)..are..applied..in..a..single..load..pattern,..then..analysis..is..run..with..the..Crack..Analysis..option...Note...that...rebar...must...be...added...in...both...the...tension...and...compression...regions...for...the...entire...slab...since...the...software...will...only...use...the...user-defined...reinforcement,...and...not...use...the...reinforcement...design.ReferencesRefer...to...watch...and...learn...video:...Cracked...section...analysisDuring...nonlinear...cracked-section...analysis,...SAFE...estimates...deflection...using...a...moment-rotation...curve...as...described...in...the...reference...which...follows:Ghali,...A.,...Favre,...R.,...Elbadry,...M....Go..to..start..of..metadata...Page....restrictions....apply....Attachments:1....Added....by....Ondrej....Kalny,....last....edited....by....Truly....Guzman....on....Mar....15,....2016....(view....change)....show....comment....hide....comment....Comment:....added....link....to....watch....and....learn....video.........The...DEAD...load...case...predicts...cracking...from...a...zero...initial...condition,...in...which...no...load...is...present,...then...computes...cracking...due...to...DEAD...load-pattern...application....The...value...of...total...long...term...deflection...to...occur...after...attachment...of...nonstructural...elements...is...then...the...combination...of...Case...3...+...(Case...1-...Case...2)-...Case...4....

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