P = 35 Utilize Cantilever Method 2P kips 2P kips- Moment at column A a. 106 kft.cw b. 148 kft.ccw c. 63 kft.ccw d. 106 kft.ccw e. 63 kft.cw f. 148 kft.cw A E ㅏ P kips Z १५ W В ДИМЕ CN K X -30 ft-20 ft-30 ft L H D R T 16 ft 16 ft 16 ft I

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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P = 35
Utilize Cantilever Method
2P kips
2P kips
Moment at column A
a. 106 kft.cw
b. 148 kft.ccw
c. 63 kft.ccw
d. 106 kft.ccw
e. 63 kft.cw
f. 148 kft.cw
A
E
10
P kips
Z
-30 ft-
B
M
W
F
P
с
N
K
X
b
20 ft-30 ft-
L
H
D
R
T
16 ft
16 ft
16 ft
1
Transcribed Image Text:P = 35 Utilize Cantilever Method 2P kips 2P kips Moment at column A a. 106 kft.cw b. 148 kft.ccw c. 63 kft.ccw d. 106 kft.ccw e. 63 kft.cw f. 148 kft.cw A E 10 P kips Z -30 ft- B M W F P с N K X b 20 ft-30 ft- L H D R T 16 ft 16 ft 16 ft 1
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