SOLVE THE PROBLEMS WITH METHOD OF JOINTS AND METHOD OF SECTIONS4.152 Compute the forces in members EF, NF, and NO.EFGn5.MP300 kN-8 pancls e 5 m = 40 mDimensions in metersFig. P4.152, P4.1534.153 Repcat Prob. 4.152 assuming that the 300-kN force is applied at O insteadof L.

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4.152 Compute the forces in members EF, NF, and NO. LMNO 300 KN P -8 pancls e5 m - 40 m- Dimensions in meters 53 09

International Edition---engineering Mechanics: Statics, 4th Edition

4th Edition

ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter5: Three-dimensional Equilibrium

Section: Chapter Questions

Problem 5.46P: The 80-lb homogeneous plate is supported by a ball-and-socket joint at A, a slider hearing at B, and...

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Question

SOLVE THE PROBLEMS WITH METHOD OF JOINTS AND METHOD OF SECTIONS
4.152 Compute the forces in members EF, NF, and NO.
E
F
G
n
5.
M
P
300 kN
-8 pancls 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
of L.

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