- Please Answer The Column Question 1 (106.66 KiB) Viewed 10 times
Please answer the column question
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answerhappygod
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Please answer the column question
Please answer the column question
Р Pu Wotwe Р. B པར་བར་བར ། 12' 7 lo i = W = 2 Kips/ft + beam weight W = 1 Kip/ft PL 10 Kips f'. = 4 ksi fy = 60 ksi Design columns AB & CD for axial load and uniaxial bending. Use Y = 0.75 Detail the frame ( steel layout, stirrup spacing, hooks, ...). Draw detailed drawings (neat and clean hand drawing will be adequate).
Р Pu Wotwe Р. B པར་བར་བར ། 12' 7 lo i = W = 2 Kips/ft + beam weight W = 1 Kip/ft PL 10 Kips f'. = 4 ksi fy = 60 ksi Design columns AB & CD for axial load and uniaxial bending. Use Y = 0.75 Detail the frame ( steel layout, stirrup spacing, hooks, ...). Draw detailed drawings (neat and clean hand drawing will be adequate).