1 kNFEG5 kN 5 kN 5 kN1 kNh=8m BA1 kN1 kNIK-6 panels @ 5 m = 30 m-D1 kN13. Calculate the force at member GlO a. 13.13kN CO b. 13.13kN TO c. 15.15kN CO d. 15.15kN THOL

Given data in question Point load Span member length To find out Force in member GI

Answered: h=8m A 1 kN F C El G 5 kN 5 kN 5 kN 1…

h=8m A 1 kN F C El G 5 kN 5 kN 5 kN 1 kN D B 1 kN H 13. Calculate the force at member Gl O a. 13.13kN C O b. 13.13kN T O c. 15.15kN C O d. 15.15kN T 1 kN K I -6 panels @ 5 m = 30 m- L

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

1 kN
F
E
G
5 kN 5 kN 5 kN
1 kN
h=8m B
A
1 kN
1 kN
I
K
-6 panels @ 5 m = 30 m-
D
1 kN
13. Calculate the force at member Gl
O a. 13.13kN C
O b. 13.13kN T
O c. 15.15kN C
O d. 15.15kN T
H
OL

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