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Р. Pu WotWe B C para 12' 7 16 7 k D = L W = 2 Kips/ft + beam weight W = 1 Kip/ft PL = 10 Kips f'. = 4 ksi fy = 60 ksi с
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Р. Pu WotWe B C para 12' 7 16 7 k D = L W = 2 Kips/ft + beam weight W = 1 Kip/ft PL = 10 Kips f'. = 4 ksi fy = 60 ksi с
Р. Pu WotWe B C para 12' 7 16 7 k D = L W = 2 Kips/ft + beam weight W = 1 Kip/ft PL = 10 Kips f'. = 4 ksi fy = 60 ksi с 1) Design beam BC for flexure and shear. 2) Design columns AB & CD for axial load and uniaxial bending. Use 8 = 0.75 3) Detail the frame ( steel layout, stirrup spacing, hooks, ...). 4) Draw detailed drawings (neat and clean hand drawing will be adequate).
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