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€ 24" 4#8 12" #4 at 9"0.0. fé= 4000 psi NWC. & M₂ = ? Grade 60 steel. Tied Bars.

€ 24" 4#8 12" #4 at 9"0.0. fé= 4000 psi NWC. & M₂ = ? Grade 60 steel. Tied 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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24" (4) (2) #3 at 8"0.c. (3) #4 at 8" O.C. 4#8 4" 4#8 12" 4#9 14" 4 #8 12" 12" #4 at 9"0.c. 21" DF "1 15" fé= 4000 psi NWC. 4" & M₁ = ? Grade 60 steel. Tied Bars. fe= 5000 psi NWC Grade 60 steel & Mn = ? Tied Bars. fó= 3000 psi Grade 60 steel & M₁ = ? Nwc fé=3000 psi NWC #4 at 9"o.c. Grade 60 steel & Mn = ? h=24" beam depth Tied Bars
Transcribed Image Text:24" (4) (2) #3 at 8"0.c. (3) #4 at 8" O.C. 4#8 4" 4#8 12" 4#9 14" 4 #8 12" 12" #4 at 9"0.c. 21" DF "1 15" fé= 4000 psi NWC. 4" & M₁ = ? Grade 60 steel. Tied Bars. fe= 5000 psi NWC Grade 60 steel & Mn = ? Tied Bars. fó= 3000 psi Grade 60 steel & M₁ = ? Nwc fé=3000 psi NWC #4 at 9"o.c. Grade 60 steel & Mn = ? h=24" beam depth Tied Bars
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