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Civil Engineering
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Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Case 1 and 2 please

4.15. Calculate the moment capacity of the section in Fig. 4.1a using eight No. 11 (No. 36) bars positive reinforcement and four No. 10 (No. 32) compression bars at d' = 2.5 in. f, = 60,000 psi. Compare two cases, Case(1) ignore the compression reinforcement and Case(2) include compression reinforcement using strain compatibility, compare both capacities.
Transcribed Image Text:4.15. Calculate the moment capacity of the section in Fig. 4.1a using eight No. 11 (No. 36) bars positive reinforcement and four No. 10 (No. 32) compression bars at d' = 2.5 in. f, = 60,000 psi. Compare two cases, Case(1) ignore the compression reinforcement and Case(2) include compression reinforcement using strain compatibility, compare both capacities.
-28 |-12" -| 36"- 36" 2-½" 24" typ 36" 36" typ |-8"-| (a) f'. = 4000 psi (b) f. = 5000 psi (C) f. = 6000 psi (d) f. = 3000 psi FIGURE P4.1
Transcribed Image Text:-28 |-12" -| 36"- 36" 2-½" 24" typ 36" 36" typ |-8"-| (a) f'. = 4000 psi (b) f. = 5000 psi (C) f. = 6000 psi (d) f. = 3000 psi FIGURE P4.1
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