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(4) 6" 6' ● 6⁰ As 18" 18" £3" fé = 3000psi fy = 60 steel Mu= 210 NWC. stirrups #4 ft-k Please Select the rebars. (Hint: Assume that the distance the between c.g. of the steels to the e.g of the Compression block = 0.9 d or 0,85d

(4) 6" 6' ● 6⁰ As 18" 18" £3" fé = 3000psi fy = 60 steel Mu= 210 NWC. stirrups #4 ft-k Please Select the rebars. (Hint: Assume that the distance the between c.g. of the steels to the e.g of the Compression block = 0.9 d or 0,85d

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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(4) 6' fé = 3000psi fy = 60 steel Mu= 210 NWC. stirrups #4 Please Select the rebars. (Hint: Assume that the distance the between c.g. of the steels to the e.g of the Compression block = 0.9 d or 0,85d 6" . 6⁰ As 18" 18" £3" ft-k
Transcribed Image Text:(4) 6' fé = 3000psi fy = 60 steel Mu= 210 NWC. stirrups #4 Please Select the rebars. (Hint: Assume that the distance the between c.g. of the steels to the e.g of the Compression block = 0.9 d or 0,85d 6" . 6⁰ As 18" 18" £3" ft-k
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