Question: The dead load is w D = 1 0 psf , and the live load w L = 5 0 psf . Fb = 1

The dead load is wD=10 psf, and the live load wL=50 psf. Fb=1,000 psi for the beams. Fv=100 for both the joists and the beams. Based on LRFD method, what is the f'b for Beam 2?
1727.2 psi
1381.8 psi
1,000 psi
800 psi
The dead load is w D = 1 0 psf , and the live

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