P = 10 1.5P kN- PKN- F 1.5 m, GH -3 m E -3m- 1.5 m, IC -3 m D ++ B 2m 6 m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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P = 10
1.5P KN
P KN-
F
A
1.5 m,
a. 37.5 kN/m
b. 21.3 kN/m
c. 20.6 kN/m
d. 21.9 kN/m
I ka
GH
-3 m
-3 m
E
Moment at column A?
1.5 m.
IC
-3 m
D
B
T
2 m
6 m
Transcribed Image Text:P = 10 1.5P KN P KN- F A 1.5 m, a. 37.5 kN/m b. 21.3 kN/m c. 20.6 kN/m d. 21.9 kN/m I ka GH -3 m -3 m E Moment at column A? 1.5 m. IC -3 m D B T 2 m 6 m
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