(1) Starting from a support joint and use method of joints to determine the force in each member of the loaded truss. All triangles are equilateral. Ans: AB = 15.59 kN C, AE = 8.66 kN T, BC= 15.01 kN C, BD = 5.20 kN C, BE 4.04 kN C, CD = 7.51 kN T, DE = 6.35 kN T A E 8 kN D 4 kN 2 kN
(1) Starting from a support joint and use method of joints to determine the force in each member of the loaded truss. All triangles are equilateral. Ans: AB = 15.59 kN C, AE = 8.66 kN T, BC= 15.01 kN C, BD = 5.20 kN C, BE 4.04 kN C, CD = 7.51 kN T, DE = 6.35 kN T A E 8 kN D 4 kN 2 kN
Linear Algebra: A Modern Introduction
4th Edition
ISBN:9781285463247
Author:David Poole
Publisher:David Poole
Chapter1: Vectors
Section1.4: Applications
Problem 14EQ
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
Transcribed Image Text:(1) Starting from a support joint and use method
of joints to determine the force in each member
of the loaded truss. All triangles are equilateral.
Ans: AB = 15.59 kN C, AE = 8.66 kN T,
BC= 15.01 kN C, BD = 5.20 kN C,
BE
4.04 kN C, CD = 7.51 kN T,
DE = 6.35 kN T
A
E
8 kN
D
4 kN
2 kN
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