4.152 Compute the forces in members EF, NF, and NO. Please answer Number question number 2 G H 4. LMNO 300 KN -8 panels e 5 m= 40 m- Dimensions in meters Fig. P4.152, P4.153 4.153 Repcat Prob. 4.152 assuming that the 300-kN force is applied at O instead 625 09

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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SOLVE THE PROBLEMS WITH METHOD OF JOINTS AND METHOD OF SECTIONS
4.152 Compute the forces in members EF, NF, and NO.
Please answer
Number question
number 2
G
LM
N
P
300 kN
-8 panels e 5m- 40 m-
Dimensions in meters
Fig. P4.152, P4.153
4.153 Repcat Prob. 4.152 assuming that the 300-kN force is applied at 0'instead
of L.
Transcribed Image Text:SOLVE THE PROBLEMS WITH METHOD OF JOINTS AND METHOD OF SECTIONS 4.152 Compute the forces in members EF, NF, and NO. Please answer Number question number 2 G LM N P 300 kN -8 panels e 5m- 40 m- Dimensions in meters Fig. P4.152, P4.153 4.153 Repcat Prob. 4.152 assuming that the 300-kN force is applied at 0'instead of L.
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