Situation 4 - The rigid beam in Figure 16-14 supports a load W at C. The beam is hinged at A and supported by a steel rod at B. For this problem W = 25 kN, L1 = 1.4 m, L2 = 1.6 m, L3 = 3.2 m. Determine the following: 33. The shearing stress in the pin at D in MPa. A. 76.32 В. 70.46 34. The vertical deflection at B in mm. A. 1.75 В. 1.86 С. 72.58 D. 67.63 С. 1.25 D. 1.54 35. The vertical deflection at C in mm. С. 3.30 D. 3.74 A. 3.99 В. 2.68 Figure S56-021 22 mm pin L3 25 mm steel rod L1 L2 А W OB

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Situation 4 – The rigid beam in Figure 16-14 supports a load W at
C. The beam is hinged at A and supported by a steel rod at B.
For this problem W = 25 kN, L1 = 1.4 m, L2 = 1.6 m, L3 = 3.2 m.
Determine the following:
33. The shearing stress in the pin at D in MPa.
A. 76.32
В. 70.46
34. The vertical deflection at B in mm.
C. 72.58
D. 67.63
C. 1.25
D. 1.54
A. 1.75
В. 1.86
35. The vertical deflection at C in mm.
С. 3.30
D. 3.74
A. 3.99
В. 2.68
D
Figure S56-021
22 mm pin
L3
25 mm steel rod
L1
L2
A
В
W
Transcribed Image Text:Situation 4 – The rigid beam in Figure 16-14 supports a load W at C. The beam is hinged at A and supported by a steel rod at B. For this problem W = 25 kN, L1 = 1.4 m, L2 = 1.6 m, L3 = 3.2 m. Determine the following: 33. The shearing stress in the pin at D in MPa. A. 76.32 В. 70.46 34. The vertical deflection at B in mm. C. 72.58 D. 67.63 C. 1.25 D. 1.54 A. 1.75 В. 1.86 35. The vertical deflection at C in mm. С. 3.30 D. 3.74 A. 3.99 В. 2.68 D Figure S56-021 22 mm pin L3 25 mm steel rod L1 L2 A В W
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