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P .PL Pu wotwe B fak 12' xix 10 Da 있 I' " W = 2 Kips/ft + beam weight W = 1 Kip/ft PL = 10 Kips f. = 4 ksi fy = 60 ksi 1
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P .PL Pu wotwe B fak 12' xix 10 Da 있 I' " W = 2 Kips/ft + beam weight W = 1 Kip/ft PL = 10 Kips f. = 4 ksi fy = 60 ksi 1
P .PL Pu wotwe B fak 12' xix 10 Da 있 I' " W = 2 Kips/ft + beam weight W = 1 Kip/ft PL = 10 Kips f. = 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).