For the beam with cross-section shown, the allowable flexural stresses for tension and compression are 40 MPa and 60 MPa, respectively. Using a = 150 mm, b = 50 mm, c = 450 mm, L1 = 3 m, L2 = 5 m, L3 = 3 m, w1 = 32 kN/m, w2 = 24 kN/m, P = 48 kN and M = 12 kNm, determine a. The maximum flexural stresses in tension and compression. a W1 W2 10b L2 L3 b

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For the beam with cross-section shown, the allowable flexural stresses for tension and compression are 40 MPa and
60 MPa, respectively. Using a = 150 mm, b = 50 mm, c = 450 mm, L1 = 3 m, L2 = 5 m, L3 = 3 m, w1 = 32 kN/m, w2
24 kN/m, P = 48 kN and M = 12 kNm, determine
a. The maximum flexural stresses in tension and compression..
P
W1
W2
10b
M
L1
L2
L3
Transcribed Image Text:For the beam with cross-section shown, the allowable flexural stresses for tension and compression are 40 MPa and 60 MPa, respectively. Using a = 150 mm, b = 50 mm, c = 450 mm, L1 = 3 m, L2 = 5 m, L3 = 3 m, w1 = 32 kN/m, w2 24 kN/m, P = 48 kN and M = 12 kNm, determine a. The maximum flexural stresses in tension and compression.. P W1 W2 10b M L1 L2 L3
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