Establish the required spacing of No. 3 (No. 10) stirrups at a beam cross sec-tion subject to factored load shear V, of 35.55 kips and moment M, of 474 ft-kips. Web width b, = 5 in., effective depth d = 24 in., and total depth h =30 in. The concrete shear contribution may be based on the approximate rela-tionship of Eq. (19.46). Use f, = 60,000 psi for stirrup steel, and take f!5000 psi.

Given; bw=5inh=30ind=24infc'=5000psify=60000psiAu=0.4 in2Vu=35.55 kMu=474 ft-k

Answered: Establish the required spacing of No. 3…

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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