Determine the flexural capacity of the given section of beam below. b=350 d=615 d'=100 fc'=34 fy=415 As-5-36mm As'=2-25mm A.USE NSCP 2001, Mu = KN-m B.USE NSCP 2015, Mu = KN-m

Structural Analysis
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Chapter2: Loads On Structures
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Determine the flexural capacity of the given section of beam below.
b=350
d=615
d'=100
fc'=34
fy=415
As-5-36mm
As'=2-25mm
A.USE NSCP 2001, Mu =
kN-m
B.USE NSCP 2015, Mu =
kN-m
Transcribed Image Text:Determine the flexural capacity of the given section of beam below. b=350 d=615 d'=100 fc'=34 fy=415 As-5-36mm As'=2-25mm A.USE NSCP 2001, Mu = kN-m B.USE NSCP 2015, Mu = kN-m
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