Please help me solve the following 2,3 and 4 problems (2)(4)#3at8"0.c.(3)#4at 8"O.C.4#84#94"14"411×4#812"DRM12"21"13"15"4"4"fé= 5000 psi NWCGrade 60 steel& Mn = ?Tied Bars.fé= 3000 psiGrade 60 steel& M₁₁ = ?NwCfé=3000psi NWC#4 at 9"o.c. Grade 60 steel& Mn = ?h2=21" beam depthTied Bars

As per Bartleby's guidelines we are supposed to answer only first question. Kindly repost other…

Answered: (2) #3 at 8"0.c. 4#9 14" 21" fé= 5000…

Engineering

Civil Engineering

(2) #3 at 8"0.c. 4#9 14" 21" fé= 5000 psi NWC Grade 60 steel & Mn = ? 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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Question

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Please help me solve the following 2,3 and 4 problems

(2)
(4)
#3
at
8"0.c.
(3)
#4
at 8"
O.C.
4#8
4#9
4"
14"
4
11
×
4#8
12"
D
RM
12"
21"
13"
15"
4"
4"
fé= 5000 psi NWC
Grade 60 steel
& Mn = ?
Tied Bars.
fé= 3000 psi
Grade 60 steel
& M₁₁ = ?
NwC
fé=3000psi NWC
#4 at 9"o.c. Grade 60 steel
& Mn = ?
h2=21" beam depth
Tied Bars

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