a. Assume that the sections have cracked, compute the bending stresses in theconcrete and steel for the beam shown below.b-D350mmd= 387.5mm450mm4-32mm•...162.5mmGiven:M= 95 kN.mn=9Calculate the moment capacity of the beam section if f'c = 7.75 MPa, fs= 138MPa and n = 9.

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Assume that the sections have cracked, compute the bending stresses in the concrete and steel for the beam shown below. b= 350mm d= 387.5mm 450mm 4-32mm 162.5mm Given: M= 95 kN.m n-9 Calculate the moment capacity of the beam section if fc = 7.75 MPa, fs= 138 MPa and n = 9. %3D

Assume that the sections have cracked, compute the bending stresses in the concrete and steel for the beam shown below. b= 350mm d= 387.5mm 450mm 4-32mm 162.5mm Given: M= 95 kN.m n-9 Calculate the moment capacity of the beam section if fc = 7.75 MPa, fs= 138 MPa and n = 9. %3D

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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Question

a. Assume that the sections have cracked, compute the bending stresses in the
concrete and steel for the beam shown below.
b-D350mm
d= 387.5mm
450mm
4-32mm
•...
162.5mm
Given:
M= 95 kN.m
n=9
Calculate the moment capacity of the beam section if f'c = 7.75 MPa, fs= 138
MPa and n = 9.

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