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Calculate the instantaneous deflections: 6pt, due to the dead and live loads together, and o, due to the live load only. Use fy 60,000 psi, f in the WD value. 4000 psi, and n 8. Beam weight is incl WD 1.6 k/ft WL 2.4 k/ft 24 in. 4 #10 30 ft 2. Calculate the instantaneous deflections: 6pt, due to the dead and live loads together, and o, due to the live load only. Use fy 60,000 psi, f in the WD value. 4000 psi, and n 8. Beam weight is incl WD 1.6 k/ft WL 2.4 k/ft 24 in. 4 #10 30 ft
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