1.533 KN 1.202 KN 3.066 kN B 2.403 KN 3.086 KN 2.403 kN 3.000 KN G 3.000 KN IMH 2.403 kN 2.403 KN 9.76 m 3.066 KN 2.403 KN 3.000 KN 3.000 KN 2.403 kN 2.403 KN 10 @ 1.96 m = 19.5 m 3.000 KN М 2.403 KN 3.000 KN 2.403 KN 1.533 KN K 1.202 kN E a

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

Get the forces at Joint D and at Joint E

1.533 kN
A
1.202 kN
3.066 kN
B
T
2.403 kN
3.066 kN
S
2.403 kN
9.76 m
3.066 kN
IR
2.403 kN
3.066 kN
2.403 kN
3.068 kN
2.403 kN
10@1.96 m - 19.5 m
3.066 kN
G
O
2.403 kN
3.008 kN
H
N
2.403 kN
3.008 kN
M
2.403 kN
3.008 kN
J
<
2.403 kN
1.533 kN
K
O
1.202 kN
1.UM.
Transcribed Image Text:1.533 kN A 1.202 kN 3.066 kN B T 2.403 kN 3.066 kN S 2.403 kN 9.76 m 3.066 kN IR 2.403 kN 3.066 kN 2.403 kN 3.068 kN 2.403 kN 10@1.96 m - 19.5 m 3.066 kN G O 2.403 kN 3.008 kN H N 2.403 kN 3.008 kN M 2.403 kN 3.008 kN J < 2.403 kN 1.533 kN K O 1.202 kN 1.UM.
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