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Unformatted text preview: c = 4 ksi, f y = 60 ksi, b= 14-in., h= 28-in. and concrete cover=1.5-in. a. Determine the singly reinforce beam needed for external beams for both the positive and negative moments. b. Draw the shear and bending moment diagrams for the beam and determine the amount of steel need for bending. Use the ACI code to find your moments. Hint: There are more than one set of bending moment diagrams....
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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