4 m 4m 4 m 4 m | 4 m 4 m K M 6 m N H F 30° E P 60° 60°- 30° 6 m D |R 25 kN 25 kN 6 m 6 m В T 6 m A U 5.4 m

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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A design model for a transmission-line tower is shown in the figure. Members GH, FG, OP, and NO are insulated cables; all other members are steel bars.

(write answers in kN in 2 decimals)

Sign Convention:

Tension--> (+)

Compression--> (-)

1. compute the force in member EJ
 



| 4 m | 4 m | 4 m 4 m | 4 m 4 m
K
M
6 m
N
H
F
30°
E
P
60°
60°-
30°
6 m
D
|R
25 kN
25 kN
6 m
S
6 m
B
T
6 m
А
U
5.4 m
Transcribed Image Text:| 4 m | 4 m | 4 m 4 m | 4 m 4 m K M 6 m N H F 30° E P 60° 60°- 30° 6 m D |R 25 kN 25 kN 6 m S 6 m B T 6 m А U 5.4 m
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