P = 10 1.5P KN- P KN- F 1.5 m GH -3 m E 1.5 m, IC D 2m 6 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:P = 10
1.5P kN-
P kN.
F
1.5 m
GH
3 m
Force at member FE
a. -17.5 kN/m
b. -21.9 kN
c. -20.6 kN
d. -21.25 kN
-3 m
E
1.5 m,
IC
-3 m
D
B
2 m
6 m
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