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Unformatted text preview: V c given by Eq. 4.12b in the textbook (b) Using the more accurate value of given by Eq. 4.12a in the textbook Assume no torsion exists. 2. For the beam in question 1, assume that the following support configuration is adopted in order to decrease the shear and moment in the section, 14 ft Redesign the shear reinforcement using both approximate and accurate values of and discuss the effects of changing support configuration for both procedures. Assume A s ’=A s . Bond and Anchorage 3. Solve Problem 5.1 in the textbook....
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This note was uploaded on 11/29/2011 for the course CIVIL 1.00 taught by Professor Georgekocur during the Spring '05 term at MIT.
- Spring '05
- Structural Engineering