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, Pu Pu WotWe B ford 12' 있 있 I' 10 s' i W = W = 2 Kips/ft + beam weight 1 Kip/ft PL = 10 Kips 4 ksi fy = 60 ksi 1) Desig
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, Pu Pu WotWe B ford 12' 있 있 I' 10 s' i W = W = 2 Kips/ft + beam weight 1 Kip/ft PL = 10 Kips 4 ksi fy = 60 ksi 1) Desig
, Pu Pu WotWe B ford 12' 있 있 I' 10 s' i W = W = 2 Kips/ft + beam weight 1 Kip/ft PL = 10 Kips 4 ksi fy = 60 ksi 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)