Situation 11 - For the continuous beam in Figure AN 12.9876, w1 = 12 kN/m, P = 60 kN, L1 = 8 m, L2 = 6 m, and L3 = 3 m. 54. Determine the moment reaction at A in kN-m. A. 102.50 В. 115.32 55. Determine the vertical reaction at B in kN. A. 112.35 B. 109.95 С. 120.37 D. 136.94 C. 102.34 D. 106.40 56. Determine the vertical reaction at C in kN. С. 37.68 D. 39.33 А. 34.75 В. 32.17 P W1 A L L2 L3

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Situation 11 - For the continuous beam in Figure AN 12.9876, w1
= 12 kN/m, P = 60 kN, L1 = 8 m, L2 = 6 m, and L3 = 3 m.
54. Determine the moment reaction at A in kN-m.
А. 102.50
С. 120.37
В. 115.32
55. Determine the vertical reaction at B in kN.
A. 112.35
B. 109.95
D. 136.94
C. 102.34
D. 106.40
56. Determine the vertical reaction at C in kN.
C. 37.68
D. 39.33
А. 34.75
В. 32.17
P
W1
A
B
L
L2
L3
Transcribed Image Text:Situation 11 - For the continuous beam in Figure AN 12.9876, w1 = 12 kN/m, P = 60 kN, L1 = 8 m, L2 = 6 m, and L3 = 3 m. 54. Determine the moment reaction at A in kN-m. А. 102.50 С. 120.37 В. 115.32 55. Determine the vertical reaction at B in kN. A. 112.35 B. 109.95 D. 136.94 C. 102.34 D. 106.40 56. Determine the vertical reaction at C in kN. C. 37.68 D. 39.33 А. 34.75 В. 32.17 P W1 A B L L2 L3
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