50 KN 50 KN 50 KN H A 30° 1 m 1 m 1 m 1 m 1 m 200 KN 200 KN 200 KN 500 KN
50 KN 50 KN 50 KN H A 30° 1 m 1 m 1 m 1 m 1 m 200 KN 200 KN 200 KN 500 KN
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
The truss above has concentrated loads as shown. The wind loads of 50 KN are perpendicular to the member AF.
- Solve for the forces acting on the members FG, GH, HI, HJ, by the method of sections

Transcribed Image Text:50 KN
50 KN
50 KN
H
A
30°
1 m
1 m
1 m
1 m
1 m
200 KN
200 KN
200 KN
500 KN
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