н х X ти B X C D 10 KN 10 KN 10 KN 4 @ 4 m = 16 m F A G E 10 KN 20 KN 3 m
н х X ти B X C D 10 KN 10 KN 10 KN 4 @ 4 m = 16 m F A G E 10 KN 20 KN 3 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Determine the forces in the members identified by “X” of the truss shown using method of sections.

Transcribed Image Text:Н Х
X
ти
B X
C
D
10 KN
10 KN
10 KN
4 @ 4 m = 16 m
F
A
G
E
20 KN
10 KN
3 м
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