1. The loaded beam has a rectangular section with b = 1.5 in and h = 3.0 in. Loads M and w are 10 lb-in and 4 lb/in, respectively. Dimensions a, b, and c are 12 in, 12 in, and 24 in, respectively. Determine the maximum bending and maximum shearing stress in the beam. Determine the deflection at x = 45 in from the left end. Use E = 1.60 x 10° psi.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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1. The loaded beam has a rectangular section with b = 1.5 in and h = 3.0 in. Loads M and w
are 10 lb-in and 4 lb/in, respectively. Dimensions a, b, and c are 12 in, 12 in, and 24 in,
respectively. Determine the maximum bending and maximum shearing stress in the beam.
Determine the deflection at x = 45 in from the left end. Use E = 1.60 x 10 psi.
M
W
с
Transcribed Image Text:1. The loaded beam has a rectangular section with b = 1.5 in and h = 3.0 in. Loads M and w are 10 lb-in and 4 lb/in, respectively. Dimensions a, b, and c are 12 in, 12 in, and 24 in, respectively. Determine the maximum bending and maximum shearing stress in the beam. Determine the deflection at x = 45 in from the left end. Use E = 1.60 x 10 psi. M W с
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