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Two  -in. angles are bolted together as shown for use as a column of 6-ft effective length...

Two  -in. angles are bolted together as shown for use as a column of 6-ft effective length to carry a centric load of 54 kips. Knowing that the angles available have thicknesses of , , and  in., use allowable stress design to determine the lightest angles that can be used. Use σY = 36 ksi and E = 29 × 106psi.

Fig. P16.48

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Solutions For Problems in Chapter 16
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