25 P₁ 45 P2 B () 45 P2 25 P₁ 45 P2 D M E 6 panels @ 3.0 m = 18.0 m 43 P₂ 25 P₁ 6.0 m
25 P₁ 45 P2 B () 45 P2 25 P₁ 45 P2 D M E 6 panels @ 3.0 m = 18.0 m 43 P₂ 25 P₁ 6.0 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
solve the stresses using method of joints
Transcribed Image Text:25
P
A
45
00
P₂
B
45
P₂
2
D
SERGHINGAMA
25
P₁
45
P₂
2
6 panels @ 3.0 m = 18.0 m
43
P₂
K
25
P₁
6.0 m
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