Question: Determine the design bending strength, for a W 1 4 x 7 4 flexural member of ASTM A 9 9 2 , grade 5 0

Determine the design bending strength, for a W14 x 74
flexural member of ASTM A992, grade 50 steel, assuming
1. Continuous lateral support;
2. Unbraced length =15 ft, Cb =1.0; and
3. Unbraced length =15 f,Cb =1.30.

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