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Design a column to support a factored axial load of 1950kN. The column has an effective length of 6m
with respect to y-axis and 4m with respect to x-axis?

Sagot :

Answer: eccentricity of loading with respect to the centroid. - Member out-of ... columns. Figure 1. Buckling of axially loaded compression members. • The critical ... Effective length for minor (y) axis buckling = Ky Ly = 1.0 x 20 = 20 ft. = 240 in. Step III. ... Column AB has a design factor load Pu = 450 kips

Explanation:

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