design rectangular sections for the beams, loads, and p values shown. Beam weights are not included...

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design rectangular sections for the beams, loads, and p values shown. Beam weights are not included in the loads shown. Show sketches of cross sections, including bar sizes, arrangement, and spacing. Assume concrete weighs 150 lb/ft², f, = 60,000 psi, and f = 4000 psi, unless given otherwise. P₁= 20 k wp=2 k/ft ///////// -12 ft Use p = Pb k design rectangular sections for the beams, loads, and p values shown. Beam weights are not included in the loads shown. Show sketches of cross sections, including bar sizes, arrangement, and spacing. Assume concrete weighs 150 lb/ft², f, = 60,000 psi, and f = 4000 psi, unless given otherwise. P₁= 20 k wp=2 k/ft ///////// -12 ft Use p = Pb k

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Griven Concrete unit weight 150 lbf43 fy 60000 Psi fc 4000 Psi P 018fc fy l 24 ft Solution 1 ... View the full answer