(5) Use method of sections to determine the force in member BC of the loaded truss. Apply only one single equation of equilibrium. Ans: BC= 4.81 kips T 3 kips 5 kips 4 kips 2' B 3' 3' A F 3' 2' D 1.5' E
(5) Use method of sections to determine the force in member BC of the loaded truss. Apply only one single equation of equilibrium. Ans: BC= 4.81 kips T 3 kips 5 kips 4 kips 2' B 3' 3' A F 3' 2' D 1.5' E
Algebra & Trigonometry with Analytic Geometry
13th Edition
ISBN:9781133382119
Author:Swokowski
Publisher:Swokowski
Chapter5: Inverse, Exponential, And Logarithmic Functions
Section5.3: The Natural Exponential Function
Problem 44E
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
Transcribed Image Text:(5) Use method of sections to determine the
force in member BC of the loaded truss. Apply
only one single equation of equilibrium.
Ans: BC= 4.81 kips T
3 kips
5 kips
4 kips
2'
B
3'
3'
A
F
3'
2'
D
1.5'
E
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