Please design the shear stirrups accordingly.

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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(1)
27"
b
16"
Zoft
-# stirrups.
.2 #7
449
WOL = 2.2 KLf including
beam weign
W₁L = 4.2 k²f
Cover = 1.5"
Assuming the lived load is
placed to produce the
Maximum shear at beam
end & Centerline.
fé = 4000 psi, Grade 60.
NWC.
Please design the shear stirrups accordingly.
Transcribed Image Text:(1) 27" b 16" Zoft -# stirrups. .2 #7 449 WOL = 2.2 KLf including beam weign W₁L = 4.2 k²f Cover = 1.5" Assuming the lived load is placed to produce the Maximum shear at beam end & Centerline. fé = 4000 psi, Grade 60. NWC. Please design the shear stirrups accordingly.
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