Situation 1 - A small dam of height h = = 2.2 m is constructed of vertical wood beams of thickness t = 120 mm, as shown in Figure S01-0321. Consider the beams to be simply supported at the top and bottom. Assuming that the weight density of water is 9.81 kN/m³. 17. Determine the maximum shearing stress in the beam in MPa. A. 0.198 EO C. 0.147 D. 0.321 B. 0.256 18. Determine the maximum bending stress in the beam in MPa. A. 3.214 C. 2.792 B. 2.248 D. 2.587 B Figure S01-0321

Structural Analysis
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Chapter2: Loads On Structures
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Situation 1 - A small dam of height h = 2.2 m is constructed of
vertical wood beams of thickness t = 120 mm, as shown in
Figure S01-0321. Consider the beams to be simply supported
at the top and bottom. Assuming that the weight density of
water is 9.81 kN/m³.
m 2.1
17. Determine the maximum shearing stress in the beam in MPa.
A. 0.198
C. 0.147
B. 0.256
D. 0.321
18. Determine the maximum bending stress in the beam in MPa.
A. 3.214
C. 2.792
B. 2.248
D. 2.587
TE
h
B
Figure S01-0321
Transcribed Image Text:Situation 1 - A small dam of height h = 2.2 m is constructed of vertical wood beams of thickness t = 120 mm, as shown in Figure S01-0321. Consider the beams to be simply supported at the top and bottom. Assuming that the weight density of water is 9.81 kN/m³. m 2.1 17. Determine the maximum shearing stress in the beam in MPa. A. 0.198 C. 0.147 B. 0.256 D. 0.321 18. Determine the maximum bending stress in the beam in MPa. A. 3.214 C. 2.792 B. 2.248 D. 2.587 TE h B Figure S01-0321
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