€ 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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Please help me solve the following?!

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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