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Compute the allowable axial load P for a wide-flange steel column with...

Compute the allowable axial load P for a wide-flange steel column with fixed-fixed ends and a length of 12 m, braced at midpoint C (Fig. P11.10). Given: Material properties E = 210 GPa, = 280 MPa; cross-sectional area A = 27 X 103 mm2 and radius of gyration r = 100 mm.

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Solutions For Problems in Chapter 11
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