Find the forces in CE and DE of the truss shown in Figure (6) below (indicate tension orcompression).Assume all joints are pinned."tan (2+5) = 56.3²Hpe0.67B1m1mC1KN1m1m1mFFigure (6)FDE = 0.4 kN (C) & FCE = 0.67 kN (T)10% bis-750.75mGPNG6-3-1+NG3NG=mbination of the method of joints

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Find the forces in CE and DE of the truss shown in Figure (6) below (indicate tension or compression). Assume all joints are pinned. tan (2-15)=56.3 H pe 67 O B 1m 1m V 1KN 1m 1m 1m Figure (6) FDE = 0.4 kN (C) & FCE = 0.67 kN (T) 60-75 O.S 0.75m NG 16-3-1+NG 3 NG= mbination of the method of joints

Find the forces in CE and DE of the truss shown in Figure (6) below (indicate tension or compression). Assume all joints are pinned. tan (2-15)=56.3 H pe 67 O B 1m 1m V 1KN 1m 1m 1m Figure (6) FDE = 0.4 kN (C) & FCE = 0.67 kN (T) 60-75 O.S 0.75m NG 16-3-1+NG 3 NG= mbination of the method of joints

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter1: Tension, Compression, And Shear

Section: Chapter Questions

Problem 1.10.17P: Continuous cable A DB runs over a small friction less pulley al D to support beam OABC, which is...

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Question

Find the forces in CE and DE of the truss shown in Figure (6) below (indicate tension or
compression).
Assume all joints are pinned.
"tan (2+5) = 56.3²
H
pe
0.67
B
1m
1m
C
1KN
1m
1m
1m
F
Figure (6)
FDE = 0.4 kN (C) & FCE = 0.67 kN (T)
10% bis
-75
0.75m
G
PNG
6-3-1+NG
3
NG=
mbination of the method of joints

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