3. A load diagram on a overhang beam is supported at A and B as shown in figure below. 25 kN 4 m 30 kN/m A. Compute for the reaction at A and B B. Compute for the maximum shear C. Compute for the location of zero shear from point A D. Compute for the maximum moment E. Compute for the shear and moment at 5.67 m from point A 3 m AB 3 m 15 KN

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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3. A load diagram on a overhang beam is supported at A and B as shown in figure below.
25 kN
4 m
30 kN/m
A. Compute for the reaction at A and B
B. Compute for the maximum shear
C. Compute for the location of zero shear from point A
D. Compute for the maximum moment
E. Compute for the shear and moment at 5.67 m from point A
3 m
AB
3 m
15 kN
Transcribed Image Text:3. A load diagram on a overhang beam is supported at A and B as shown in figure below. 25 kN 4 m 30 kN/m A. Compute for the reaction at A and B B. Compute for the maximum shear C. Compute for the location of zero shear from point A D. Compute for the maximum moment E. Compute for the shear and moment at 5.67 m from point A 3 m AB 3 m 15 kN
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