Solutions Manual for Design of Reinforced Concrete (10th Edition) by McCormac and Brown

All 20 Chapters Covered




SOLUTION MANUAL

,Solution to Chapter 02
Solution to Chapter 03
Solution to Chapter 04
Solution to Chapter 05
Solution to Chapter 06
Solution to Chapter 07
Solution to Chapter 08
Solution to Chapter 09
Solution to Chapter 10
Solution to Chapter 11
Solution to Chapter 12
Solution to Chapter 13
Solution to Chapter 14
Solution to Chapter 15
Solution to Chapter 16
Solution to Chapter 17
Solution to Chapter 18
Solution to Chapter 19
Solution to Chapter 20
Solution to Appendix D




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, 4 #7




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, d = (18 x 2 x 1.27 + 21 x 4 x 1.27)/(6 x 1.27) = 20 in.




The stress in the bottom layer of steel is determined using a
distance from the neutral axis of 11.17 in. instead of 10.17 in as
done above. This results in a value of steel stress, fs = 13,497 psi




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