The forces F₁ = 630 lb, F₂= 420 lb, F₁ = 180 lb and F₁ = 260 lb. Determine the forces in each member of the truss. Use positive values to indicate tension and negative values to indicate compression. A B a b F₂ H The force in member AB is The force in member AH is The force in member GH is The force in member BH is The force in member BC is The force in member BG is The force in member EG is The force in member CD is The force in member DE is The force in member CE is The force in member CG is a lb. lb. Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value 6 ft 7.7 ft lb. lb. lb. lb. lb. lb. lb. lb. a lb. b b b Ⓒc 130 BY NC SA 2013 Michael Swanbom

International Edition---engineering Mechanics: Statics, 4th Edition
4th Edition
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Author:Andrew Pytel And Jaan Kiusalaas
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Chapter4: Coplanar Equilibrium Analysis
Section: Chapter Questions
Problem 4.155P: Assuming that P=48000lb and that it may be applied at any joint on the line FJ, determine the...
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The forces F₁ = 630 lb, F₂ = 420 lb, F₂ = 180 lb and F₁ = 260 lb. Determine the forces in each member
of the truss. Use positive values to indicate tension and negative values to indicate compression.
a
B
a
b
The force in member AB is
The force in member AH is
The force in member GH is
The force in member BH is
H
The force in member BC is
The force in member BG is
The force in member EG is
The force in member CD is
The force in member DE is
The force in member CE is
The force in member CG is
a
G
2013 Michael Swanbom
Values for dimensions on the figure are given in the following table. Note the figure may not be to scale.
Variable Value
6 ft
7.7 ft
lb.
lb.
lb.
lb.
lb.
lb.
lb.
lb.
lb.
lb.
a
lb.
E
F4
Transcribed Image Text:The forces F₁ = 630 lb, F₂ = 420 lb, F₂ = 180 lb and F₁ = 260 lb. Determine the forces in each member of the truss. Use positive values to indicate tension and negative values to indicate compression. a B a b The force in member AB is The force in member AH is The force in member GH is The force in member BH is H The force in member BC is The force in member BG is The force in member EG is The force in member CD is The force in member DE is The force in member CE is The force in member CG is a G 2013 Michael Swanbom Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value 6 ft 7.7 ft lb. lb. lb. lb. lb. lb. lb. lb. lb. lb. a lb. E F4
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