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Tables....are....givenfor....three....grades....of....steel....and....four....gradesof....concrete.Example....3....Doubly....Reinforced....BeamDetermine....the....main....reinforcements....re-quired....for....a....rectangular....beam....section....withthe....following....data:Size....of....beam....30....x....6OcmConcrete....mix....M....15Characteristic....strength....of....415....N/mm2reinforcementFactored....moment....320....kN.mAssuming....25....mm....dia....bars....with....25....mmclear....cover,d....=....fj0....-....2.5....-....225....=....56*25cmFrom....Table....D,....for....fy....=....415....N/mm2....andfck....=....15....N/mm2Mu,linJbd=2.07....N/mm2....=....2.07....x....IO2kN/m.*SHEAR....AND....TORSION4.f....DESIGN....SHEAR....STRENGTH....OFCONCRETE*The....design....shear....strength....of....concrete....isgiven....in....Table....13....of....the....CodeJn..these..tables,..the..zeros..atthe..top..right..hand..comer..indicate..the..regionwhere..the..reinforcement..percentage..wouldexceed..pt,lim;..and..the..zeros..at..the..lowerleft..hand..comer..indicate..the..region..wherethe..reinforcement..is..less..than..the..minimumaccording..to..25.5.2.1..of..the..Code.Example..1..Singly..Reinforced..BeamDetermine..the..main..tension..reinforcementrequired..for..a..rectangular..beam..sectionwith..the..following..data:Sixeof..beam..3ox6OcmConcrete..mix..M..15Characteristicstrength..415N/mmof..reinforcement*Factored..moment..170kN.m*Assuming..25..mm..dia..bars..with..25..mmclear..cover,Effectivedepth..I..60..-..2.5..-2;-..5625..cmFrom..Table..D,..for..fr..P..415..N/mm..andfcrc-..15..N/mm*MWliUJM..p..2.07..N/mm:v$g$..x..(1000)e;..2.07..x..101kN/m*:In..the..upper..section..of..the..charts,PU/Asis..plotted..against..PUfor..various..valuesof..ASat....a....distance....or....U-416....xu....(wnlcn....nas....oecnrounded....off....to....0.42....xu....in....the....code)....from....theextreme....compression....fibre;....and....the....total....forceof....compression....is....0.36....fck....bxuFooter...MenuAboutAbout...ScribdPressOur...blogJoin...our...team!Contact...UsJoin...todayInvite...FriendsGiftsLegalTermsPrivacyCopyrightSupportHelp.../...FAQAccessibilityPurchase...helpAdChoicesPublishersSocial...MediaCopyright......2017...Scribd...Inc

ofMUTHUSAMYA....Apprentice....Engineering....Discipline:....Civil....Dear....Civil....Engineers,....The....list....of....I....S....Codes....-....C....E....D....11....is....here....:....-....View....attachment....List....of....I....S....CodesCED....11.pdf........#20....MUTHUSAMYA,....Apr....26,....2011If....the....fhgesarcignored....and....the....beam....is....considered....as....a....rectangularsection,....the....value....of....span....to....effective....depth....ratio....thusobtained....(percenYof....rciaforcemcnt....being....basedon....the....area....l&)....s....ould....always....be....oa....the....safe....side.2.5.5....In....the....case....of....tw....way....slabs....supportedon....all....four....sides,....the....sPorter....span....should....beconsidered....for....the....purpose....of....calculating....thespan....to....effective....depth....ratio....(see....Note....1....below23.2....of....the....Code).2.5.6....In....the....case....of....flat....slabs....the....longer....spanshould....be....considered....(30.2.2....of....the....Code).When....drop....panels....conforming....to....30.2.2....ofthe....Code....are....not....provided,....the....values....of....spanto....effective....depth....ratio....obtained....from....theCharts....should....be....multiplied....by....0.9.Example....4....Control....of....DeflectionCheck....whether....the....depth....of....the....memberin....the....following....cases....is....adequate....for....control-ling....deflection....:a)....Beam....of....Example....1,....as....a....simply....suppor-ted....beam....over....a....span....of....7.5....mFLBXURAL....MEMBERS....15....33It...contains...five...sections...and...eight...annexures:The....moment....of....resistance....of....a....doublyreinforced....section....is....thus....the....sum....of....thelimiting....moment....of....resistance....Mu,lim....of....asingly....reinforced.....section....and....the....additionalmoment....of....resistance....Mu, 02b14723ea

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