NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. Consider the figure shown. Given: P = 25 kN. A P 24 kN C D E 0.6 m 0.6 m 0.6 m kN-m 12 kN/m B 1.8 m n― Determine the maximum absolute values of the shear and bending moment. VImax KN |Mimax

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part.
Consider the figure shown. Given: P = 25 kN.
A
P
24 kN
C D E
0.6 m 0.6 m 0.6 m
kN-m
12 kN/m
B
-1.8 m
n―
Determine the maximum absolute values of the shear and bending moment.
VImax
KN
|Mimax
Transcribed Image Text:NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. Consider the figure shown. Given: P = 25 kN. A P 24 kN C D E 0.6 m 0.6 m 0.6 m kN-m 12 kN/m B -1.8 m n― Determine the maximum absolute values of the shear and bending moment. VImax KN |Mimax
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