TABLE 10-2 Calculation of Reinforcement Required- Example 10-1 +256 +159 M. -149 -274 -274 Line 5. Mu, kip-ft -149 256 -274 159 6. A, coefficients 0.0116 0.0105 0.0116 0.0105 7. Agegid, in.? 8. A, > Ag min 9. Bars selected 1.72 2.68 3.17 1.67 Yes Yes Yes Yes 3 No 7 4 No. 8 4 No. 7 3 No. 7 2 No. 6 10. A, provided, in.2 1.80 3.16 3.28 1.80 11. by o.k. Yes Yes it is necessary to compute some constants for use in subsequent calculations of area of reinforcement.
TABLE 10-2 Calculation of Reinforcement Required- Example 10-1 +256 +159 M. -149 -274 -274 Line 5. Mu, kip-ft -149 256 -274 159 6. A, coefficients 0.0116 0.0105 0.0116 0.0105 7. Agegid, in.? 8. A, > Ag min 9. Bars selected 1.72 2.68 3.17 1.67 Yes Yes Yes Yes 3 No 7 4 No. 8 4 No. 7 3 No. 7 2 No. 6 10. A, provided, in.2 1.80 3.16 3.28 1.80 11. by o.k. Yes Yes it is necessary to compute some constants for use in subsequent calculations of area of reinforcement.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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