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(3) 2 12" WOL= 2 KLF, WLL = 3 KLf 16/ 24" 81 NWC. NWC, fé = 4000 psi fy= 60ksi #4 tied bars. Please design the bars.

(3) 2 12" WOL= 2 KLF, WLL = 3 KLf 16/ 24" 81 NWC. NWC, fé = 4000 psi fy= 60ksi #4 tied bars. Please design the bars.

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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(3) (4) 12" WOLZ 2 KLf, W₁L = 3kLf As 16' 18" "/ 24 18" 8' NWC. #4 tied bars. Please design the rebars. [3" NWC, fé = 4000 psi fy= 60ksi fé = 3000psi fy= 60 % steel Mu= 210 ft-k #4 NWC. stirrups # Please Select the rebars. (Hint: Assume that the distance the between c.g. of the steels to the c.g of the Compression block = 0.9 d or 0,85d
Transcribed Image Text:(3) (4) 12" WOLZ 2 KLf, W₁L = 3kLf As 16' 18" "/ 24 18" 8' NWC. #4 tied bars. Please design the rebars. [3" NWC, fé = 4000 psi fy= 60ksi fé = 3000psi fy= 60 % steel Mu= 210 ft-k #4 NWC. stirrups # Please Select the rebars. (Hint: Assume that the distance the between c.g. of the steels to the c.g of the Compression block = 0.9 d or 0,85d
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