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assignment15

# assignment15 - c = 4 ksi f y = 60 ksi b= 14-in d= 25.5-in...

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CVEN 444 Assignment 15 due 7/21/03 The assignment will be review problems and will not be covered in class. Use an engineering format and be neat! The concrete is normal weight and the bars are Grade 60. The uniformly distributed load on the beam has w DL = 1.6 k/ft (including self-weight) and w LL = 3.6 k/ft. The beam has an f
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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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