8.005 in. A wide flange section is used as a beam. The vertical shear is predetermined to be 16 kips. (Note: 1 kip 1000 lb) Determine the maximum shear stress in the web in psi. (two decimals)

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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0.515 in.
I= 310 in^4
11.94 in.
NA
0.295 in.
+8.005 in. –
A wide flange section is used as a beam. The vertical shear is predetermined to be 16
kips. (Note: 1 kip 1000 lb)
Determine the maximum shear stress in the web in psi. (two decimals)
Transcribed Image Text:0.515 in. I= 310 in^4 11.94 in. NA 0.295 in. +8.005 in. – A wide flange section is used as a beam. The vertical shear is predetermined to be 16 kips. (Note: 1 kip 1000 lb) Determine the maximum shear stress in the web in psi. (two decimals)
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