2.1A cantilever beam spans 8 m and carries a uniformly distributed load as shown in Figure 2. Draw the shear force and bending moment diagrams of the beam. 22 Calculate and sketch the maximum resultant stress across the depth of the section of the cantilever beam in Figure 2. The beam has a rectangular cross section of 200 mm wide and 300 mm deep and an axial compressive force of 100 kN is applied on the centroid of the cross-section. 10 kN/m B 100 kN 300 mm 8 m

Structural Analysis
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Chapter2: Loads On Structures
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QUESTION 2
2.1A cantilever beam spans 8 m and carries a uniformly distributed load as shown in
Figure 2. Draw the shear force and bending moment diagrams of the beam.
2.2 Calculate and sketch the maximum resultant stress across the depth of the section
of the cantilever beam in Figure 2. The beam has a rectangular cross section of 200
mm wide and 300 mm deep and an axial compressive force of 100 kN is applied on
the centroid of the cross-section.
10 kN/m
B
100 kN
300 mm
A
8 m
Transcribed Image Text:QUESTION 2 2.1A cantilever beam spans 8 m and carries a uniformly distributed load as shown in Figure 2. Draw the shear force and bending moment diagrams of the beam. 2.2 Calculate and sketch the maximum resultant stress across the depth of the section of the cantilever beam in Figure 2. The beam has a rectangular cross section of 200 mm wide and 300 mm deep and an axial compressive force of 100 kN is applied on the centroid of the cross-section. 10 kN/m B 100 kN 300 mm A 8 m
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