Find the factor of safety against yielding

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Reference no: EM131264524

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 σ_yp = 250 MPa.

Reference no: EM131264524

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