For the given properties of beam below. Compute the flexural capacity of the beam.b = 390mmd = 440mmd' = 80mmfc' = 34.5MPAfy = 350MPAAs = 4 - 40mmAs' = 2 - 32mmA. USE NSCP 2001, Mu =kN-mB. USE NSCP 2015, Mu =kN-m

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For the given properties of beam below. Compute the flexural capacity of the beam. b = 390mm d = 440mm d' = 80mm %3D fc' = 34.5MPA fy = 350MPA As = 4 - 40mm %3D %3D As' = 2 - 32mm A. USE NSCP 2001, Mu = kN-m B. USE NSCP 2015, Mu = kN-m

For the given properties of beam below. Compute the flexural capacity of the beam. b = 390mm d = 440mm d' = 80mm %3D fc' = 34.5MPA fy = 350MPA As = 4 - 40mm %3D %3D As' = 2 - 32mm A. USE NSCP 2001, Mu = kN-m B. USE NSCP 2015, Mu = kN-m

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.5.8P

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Pricing Concrete Work

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Question

For the given properties of beam below. Compute the flexural capacity of the beam.
b = 390mm
d = 440mm
d' = 80mm
fc' = 34.5MPA
fy = 350MPA
As = 4 - 40mm
As' = 2 - 32mm
A. USE NSCP 2001, Mu =
kN-m
B. USE NSCP 2015, Mu =
kN-m

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