A simply supported beam with overhanging is 6 m in length and supported by pin and roller at A and B illustrated in figure 2. it carries a uniformly distributed load of 12kN/m along the beam AC. Figure 3 also shows the unsymmetrical cross-section of the beam having a moment of inertia of 85 x 104 mm4. i) construct the shear force and bending moment diagrams for the beam by using the shear-moment equation. ii) calculate the bending stresses produced at the top and bottom of cross-section when the bending moment occurs at shear force is zero. iii)  calculate the shear stress located at the neutral axis (N.A) and point X

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A simply supported beam with overhanging is 6 m in length and supported by pin and roller at A and B illustrated in figure 2. it carries a uniformly distributed load of 12kN/m along the beam AC. Figure 3 also shows the unsymmetrical cross-section of the beam having a moment of inertia of 85 x 104 mm4.

i) construct the shear force and bending moment diagrams for the beam by using the shear-moment equation.

ii) calculate the bending stresses produced at the top and bottom of cross-section when the bending moment occurs at shear force is zero.

iii)  calculate the shear stress located at the neutral axis (N.A) and point X

12 kN/m
4 m
2 m
A
B
C
Figure 2
30 mm
K 30 mm
150 mm
70 mm
N.A
35 mm
X
30 mm
Figure 3
Transcribed Image Text:12 kN/m 4 m 2 m A B C Figure 2 30 mm K 30 mm 150 mm 70 mm N.A 35 mm X 30 mm Figure 3
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