For the beam cross-section shown below and for an internal shear force V=150 kips and internal bending moment M-1,400 kip-in: 3.1) Calculate the moment of inertia of the beam about the x-axis. 3.2) Calculate the maximum bending stress in the section. Indicate on the section where the maximum stress occurs. 3.3) Calculate the average shear stress over the cross-section. 1/2 X -5* 10.5 Centroid N X to

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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For the beam cross-section shown below and for an internal shear force V=150 kips and
internal bending moment M=1,400 kip-in:
3.1) Calculate the moment of inertia of the beam about the x-axis.
3.2) Calculate the maximum bending stress in the section. Indicate on the section where
the maximum stress occurs.
3.3) Calculate the average shear stress over the cross-section.
1/2
X
Se
10.5
-5°-
Centroid
N
X
to
Transcribed Image Text:For the beam cross-section shown below and for an internal shear force V=150 kips and internal bending moment M=1,400 kip-in: 3.1) Calculate the moment of inertia of the beam about the x-axis. 3.2) Calculate the maximum bending stress in the section. Indicate on the section where the maximum stress occurs. 3.3) Calculate the average shear stress over the cross-section. 1/2 X Se 10.5 -5°- Centroid N X to
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