. A Simply Supported Concete beam haviga width of so rn and an effectire hepth g s2oma carries aload includmg its Wergth Wq= 7 kNm and a loncortated loád Pa: 370KNunforaly distributed fectretacting 2m from Peft Support. fi = 207 Apa, fo: 415 MpaI det the Max factored Shear force. at the Cntical Seetion.2 det the Spaang of the lo'mm o belween. A to Bs det. the Spacing the lommd of Sstrirups between B-C.R370KNAB

Given, Width b=350 mm Depth d=520 mm UDL=7 kN/m Concentrated load =370 kN

A Simply Supported Concrete beam haviving a width of 35omon and an effecdire depth distributed foctoret acting 2m from left Support. fé= 20.7 Mpa , fo: 415 Mpa I det the Max factored Shear force. at the Cntical Seetion, 2 det the Spacang of the lo'mm bdween. A to B , det. the Specing $ the lommd of strirrups between B-C. 520 mn Carries a lbad includng its Wergth Wyz 7 kym and a Cancortated loád Pu- 370KN w/ R370KN A

A Simply Supported Concrete beam haviving a width of 35omon and an effecdire depth distributed foctoret acting 2m from left Support. fé= 20.7 Mpa , fo: 415 Mpa I det the Max factored Shear force. at the Cntical Seetion, 2 det the Spacang of the lo'mm bdween. A to B , det. the Specing $ the lommd of strirrups between B-C. 520 mn Carries a lbad includng its Wergth Wyz 7 kym and a Cancortated loád Pu- 370KN w/ R370KN A

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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