2) A force, P, is applied to the truss shown to the right. First, determine the support reactions at C and F. Determine the force in member AB in terms of the В applied force P (specify tension or compression). You must do this problem: (a) first, using method of joints, (b) second, using method of sections. (For part (a), plan ahead: what is the best joint to start with, so you can minimize the number of 4 m D E joints you need to analyze?) (FYI, you can do this problem without a calculator problem.) Ans. Cy = 2P/3 (↑), Fx = 0, F, = P/3 (1) FAB P/2 (C) P 3 m 3 m 3 m

International Edition---engineering Mechanics: Statics, 4th Edition
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ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
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Chapter4: Coplanar Equilibrium Analysis
Section: Chapter Questions
Problem 4.125P: The figure shows a three-pin arch. Determine the horizontal component of the pin reaction at A...
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2) A force, P, is applied to the truss shown to the right.
First, determine the support reactions at C and F.
Determine the force in member AB in terms of the
A
В
applied force P (specify tension or compression).
You must do this problem: (a) first, using method
of joints, (b) second, using method of sections.
(For part (a), plan ahead: what is the best joint to
start with, so you can minimize the number of
joints you need to analyze?) (FYI, you can do this
problem without a calculator problem.)
Ans. C, = 2P/3 (↑), Fx = 0, F, = P/3 (↑)
FAB = P/2 (C)
4 m
C
F
E
OMONO
P
3 m
3 m
3 m
Transcribed Image Text:2) A force, P, is applied to the truss shown to the right. First, determine the support reactions at C and F. Determine the force in member AB in terms of the A В applied force P (specify tension or compression). You must do this problem: (a) first, using method of joints, (b) second, using method of sections. (For part (a), plan ahead: what is the best joint to start with, so you can minimize the number of joints you need to analyze?) (FYI, you can do this problem without a calculator problem.) Ans. C, = 2P/3 (↑), Fx = 0, F, = P/3 (↑) FAB = P/2 (C) 4 m C F E OMONO P 3 m 3 m 3 m
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