6 The figure shows a plana hat is held in static equilibrium two supports at joints A and G. The truss members have negligible masses. Members AB, BC, CD, and GF are oriented horizontally, and the members AG, BF, and CE are oriented vertically. The 20 kN load is oriented vertically and the 30 kN load is oriented horizontally. Calculate the forces in the following truss members and state if they are in tension or compression: Opgints) a. Member AB b. Member BF 20 c. Member FE d. Member CE e. Member DE 4 m 09/ A 4 m B m 4 m 4 m 30 kN C 3 m E 4 m 20 KN D ON Menston) OFF0000mpression) 23 compression) LOZI

International Edition---engineering Mechanics: Statics, 4th Edition
4th Edition
ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
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Chapter5: Three-dimensional Equilibrium
Section: Chapter Questions
Problem 5.42P: The 350-lb homogeneous plate has the shape of an isosceles triangle. The plate is supported by a...
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The figure shows a plana
that is held in static equilibrium by two supports
at joints A and G. The truss members have negligible masses. Members AB, BC,
CD, and GF are oriented horizontally, and the members AG, BF, and CE are oriented
vertically. The 20 kN load is oriented vertically and the 30 kN load is oriented
horizontally. Calculate the forces in the following truss members and state if they
are in tension or compression:
a. Member AB
b. Member BF
mamo
c. Member FE
org
d. Member CE
e. Member DE
m
A
4 m
BY
K
4 m
4 m
30 kN
C
E
3 m
4 m
20 kN
D
Anywers
OF DOORN MOnston)
DE ODONG fogmpression)
es compression)
Po
Loka
Transcribed Image Text:3 The figure shows a plana that is held in static equilibrium by two supports at joints A and G. The truss members have negligible masses. Members AB, BC, CD, and GF are oriented horizontally, and the members AG, BF, and CE are oriented vertically. The 20 kN load is oriented vertically and the 30 kN load is oriented horizontally. Calculate the forces in the following truss members and state if they are in tension or compression: a. Member AB b. Member BF mamo c. Member FE org d. Member CE e. Member DE m A 4 m BY K 4 m 4 m 30 kN C E 3 m 4 m 20 kN D Anywers OF DOORN MOnston) DE ODONG fogmpression) es compression) Po Loka
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