H B 10 kN 4 - 2m panels = 8m C 25 KN ID ,15 kN E

International Edition---engineering Mechanics: Statics, 4th Edition
4th Edition
ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
Publisher:Andrew Pytel And Jaan Kiusalaas
Chapter4: Coplanar Equilibrium Analysis
Section: Chapter Questions
Problem 4.104P: Determine the axial force in member BC of the frame. Note the joint D is a sliding pin.
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Situation 4. Determine the forces for members GF, GD, and CD using Method of Section. Indicate if (T) or (C).
1m
2m
H
B
10 kN
4 - 2m panels = 8m
C
25 KN
F
ID
15 kN
Transcribed Image Text:Situation 4. Determine the forces for members GF, GD, and CD using Method of Section. Indicate if (T) or (C). 1m 2m H B 10 kN 4 - 2m panels = 8m C 25 KN F ID 15 kN
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