Cantileaver - project PDF

Title	Cantileaver - project
Author	Sibusiso
Course	Reinforced concrete structures 2
Institution	Pécsi Tudományegyetem
Pages	4
File Size	98.9 KB
File Type	PDF
Total Downloads	75
Total Views	151

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Summary

project...

Description

CANTILEVER DESIGN R1 R13 3

MATERIAL PRoPERTIES

CoNCRETE: C20/25

STEEL GRADE:S500B

DESIGN of ThE BEAM 1 CRoSS SECTIoN CRoSS SECTIoN

foRCE EquILIBRuM

CRoSS SECTIoN IS SuITABLE oPTIMAL MoMENT foR ThE SECTIoN

ThERES No NEED foR CoMPRESSIoN REBARS

ShEAR REINfoRCEMENT NECCESITy of ShEAR REINfoRCEMENT

ShEAR REINfoRC REINfoRCEMENT EMENT IS NEEDED

PERfoRMANCE fACToR of ThE CoNCRETE

ThE GEoMETRy IS SuITABLE foR ShEAR REINfoRCEMENT

DENSITy of ThE STIRRuP ALoNG ThE BEAM ASSuMED A ShEAR REINfoRCEMENT

MINIMuM REINfoRCEMENT RATIo To BE APPLIED

RESISTANCE of ThE ShEAR REINfoRCEMENT

SAME REINfoRCEMENT ShouLD BE uSED foR BoTh CANTILEVER...