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The structural steel column shown in figure below is fixed at its base and free at its upper end. At the top of the column, a load P = (15 + 0.05R) kip is applied to the stiffened seat support at an eccentricity of e = 9in from the cross-sectional x-axis of the I-section shape. Analyze using the AISC equations and allowable stress method to determine whether the column is safe under the applied eccentric load. Assume E = 29000 ksi and sigma_{y} = 36ksi The area of cross-section A = 10.45i * n ^ 2 the moments of inertia I = 122.671 in and 1=42.692in of the I-section.
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The structural steel column shown in figure below is fixed at its base and free at its upper end. At the top of the column, a load P = (15 + 0.05R) kip is applied to the stiffened seat support at an eccentricity of e = 9in from the cross-sectional x-axis of the I-section shape.
Analyze using the AISC equations and allowable stress method to determine whether the column is safe under the applied eccentric load.
Assume E = 29000 ksi and sigma_{y} = 36ksi The area of cross-section A = 10.45i * n ^ 2 the moments of inertia I = 122.671 in and 1=42.692in of the I-section.
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