Question: If the effective moment ( M u , e f f ) is 6 4 5 + x k - ft and the unbraced length

If the effective moment (Mu,eff) is 645+xk- ft and the unbraced length of beam is 8.5+x10ft, then the most economic section for the beam is W
Use 50 ksi steel sections. X VALUE IS =6.17
If the effective moment ( M u , e f f ) is 6 4 5

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