24" 4 #8 12" #4 at 9"0.c. fé= 4000 psi" NWC. & Mn = ? Grade 60 steel. Tied Bars.

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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Please help me solve 1,2,3 and 4!
(1)
(4)
24"
(2)
#3
at
8"0.C.
(3)
#4
at 8"
O.C.
4#8
4
4 #8
12"
4#9
14"
4 #8
12"
2.M
12"
#4 at 9'0.c.
21"
3"
6'
15%
4"
4"
"
fé= 4000 psi
NWC.
& Mn = ?
#4 at 9" 0.c.
Grade 60 steel.
Tied Bars.
f=5000 psi NWC
Grade 60 steel
& Mn = ?
Tied Bars.
fó= 3000 psi
Grade 60 steel
& M₁ = ?
NWC
Tied Bars
fé=3000 psi NWC
Grade 60
steel
& Mn = ?
h2=21"
beam depth
Transcribed Image Text:(1) (4) 24" (2) #3 at 8"0.C. (3) #4 at 8" O.C. 4#8 4 4 #8 12" 4#9 14" 4 #8 12" 2.M 12" #4 at 9'0.c. 21" 3" 6' 15% 4" 4" " fé= 4000 psi NWC. & Mn = ? #4 at 9" 0.c. Grade 60 steel. Tied Bars. f=5000 psi NWC Grade 60 steel & Mn = ? Tied Bars. fó= 3000 psi Grade 60 steel & M₁ = ? NWC Tied Bars fé=3000 psi NWC Grade 60 steel & Mn = ? h2=21" beam depth
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