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Unformatted text preview: c = 4 ksi, f y = 60 ksi, b= 14-in., d= 25.5-in., concrete cover=1.5-in. and the strength of the shear reinforcement is f sy = 40 ksi. Determine the shear reinforcement for the beam. Draw the stirrup layout for the beam. Note that the maximum shear will occur at the interior column....
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This note was uploaded on 10/03/2011 for the course CVEN 444 taught by Professor Staff during the Summer '08 term at Texas A&M.
- Summer '08