5.14 Assuming that the reaction of the ground is uniformly distributed, draw the shear and bending-moment diagrams for the beam AB and determine the maximum absolute value (a) of the shear, (b) of the bending moment. 1.5 kN 0.3 m Fig. P5.14 -0.9 m- 1.5 kN 0.3m

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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5.14 Assuming that the reaction of the ground is uniformly
distributed, draw the shear and bending-moment diagrams for the
beam AB and determine the maximum absolute value (a) of the
shear, (b) of the bending moment.
1.5 kN
0.3 m
Fig. P5.14
-0.9 m
1.5 kN
D
0.3 m
Transcribed Image Text:5.14 Assuming that the reaction of the ground is uniformly distributed, draw the shear and bending-moment diagrams for the beam AB and determine the maximum absolute value (a) of the shear, (b) of the bending moment. 1.5 kN 0.3 m Fig. P5.14 -0.9 m 1.5 kN D 0.3 m
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