The yield stress for a-36 is 250 mpa using factor of safety


A moment of 175 kN.m will be applied to a standard SI wide flange type beam of structural A-36 steel. The yield stress for A-36 is 250 MPa. Using factor of safety against yield of 1.25, determine an appropriately sized beam such that the radius of curvature is not less than 140m. E= 200 GPa, G= 77.2 GPa.

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Civil Engineering: The yield stress for a-36 is 250 mpa using factor of safety
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