Example 44: The simply supported beam has the cross sectional area shown below. Determine the absolute maximum bending s
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Example 44: The simply supported beam has the cross sectional area shown below. Determine the absolute maximum bending s
Example 44: The simply supported beam has the cross sectional area shown below. Determine the absolute maximum bending stress in the beam and draw the stress distribution over the cross section at this location. 20 mm 5 KN/m А B 300mm 20 mm 20 mm 6m 30 KN 250 mm A В. 5KN/m ΣΜ, = 0 Byx6-30x3=0 B=15 KN ΣΕ, = 0 Ay+15-30=0 A,=15 KN 15 KN 15 KN 15 KN -15 KN Maximum bending moment M.max=22.5 KN.m 22.5 KN.m 81
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