Situation 8- The cantdever beam shown is fixed at C. Given: L = 25 m, a = 0.3 m P = 40 kN, w = 8 kN/m 28. Calculate the moment (kN-m) at C. A. 25 B. 100 C. 125 D. 150 29. Calculate the torque (kN-m) at C. A. 10 B. 12 C. 18 D. 15 30. Calculate the shear (kN) at C. A. 60 B. 20 C. 40 D. 80 a

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Situation 8- The cantdever beam shown is fixed at C.
Given: L = 25 m, a = 0.3 m
P= 40 kN, w = 8 kN/m
28. Calculate the moment (kN-m) at C.
A. 25
B. 100
C. 125
D. 150
29. Calculate the torque (kN-m) at C.
A. 10
B. 12
C. 18
D. 15
30. Calculate the shear (kN) at C.
A. 60
B. 20
C. 40
D. 80
a
Transcribed Image Text:Situation 8- The cantdever beam shown is fixed at C. Given: L = 25 m, a = 0.3 m P= 40 kN, w = 8 kN/m 28. Calculate the moment (kN-m) at C. A. 25 B. 100 C. 125 D. 150 29. Calculate the torque (kN-m) at C. A. 10 B. 12 C. 18 D. 15 30. Calculate the shear (kN) at C. A. 60 B. 20 C. 40 D. 80 a
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