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The structural steel wide-flange beam shown in Fig
The structural steel wide-flange beam shown in Fig. P6.3-8 is a W10 × 60 section (See Table D.1). The allowable flexural stress in the beam is σallow = 28 ksi. (a) Calculate the maximum moment Mz, that can be applied (producing deflection in the xy-plane); and (b) calculate the maximum moment My that can be applied (producing deflection in the xz-plane).
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