(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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

(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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