The simply supported column is a w360 times 122 section 10
The simply supported column is a W360 × 122 section 10 m long. If P = 500 kN, find
(a) the maximum compressive stress in the column; and
(b) the factor of safety against yielding. Use E = 200 GPa and σyp = 250 MPa.
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the simply supported column is a w360 times 122 section 10 m long if p 500 kn finda the maximum compressive stress in
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