P = 35 Utilize Cantilever Method 2P kips 2P kips- End moment at girder IJ a. 247 kft.ccW b. 177 kft.ccw c. 177 kft.cw d. 106 kft.ccw e. 247 kft.cw f 106 left cu A E 10 P kips Z S 30 ft- B M J W P T N K X G CV b U 20 ft-30 ft L H R T 16 ft + 16 ft + 16 ft ㅗ DE

P = 35 Utilize Cantilever Method 2P kips 2P kips- End moment at girder IJ a. 247 kft.ccW b. 177 kft.ccw c. 177 kft.cw d. 106 kft.ccw e. 247 kft.cw f 106 left cu A E 10 P kips Z S 30 ft- B M J W P T N K X G CV b U 20 ft-30 ft L H R T 16 ft + 16 ft + 16 ft ㅗ DE

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

NEED COMP FAST

P = 35
Utilize Cantilever Method
2P kips
2P kips-
End moment at girder IJ
a. 247 kft.ccW
b. 177 kft.ccw
c. 177 kft.cw
d. 106 kft.ccw
e. 247 kft.cw
f. 106 kft.cw
A
E
10
P kips
Z
S
30 ft-
B
M
J
W
P
T
N
K
X
G
CV
b
U
20 ft-30 ft
L
H
R
T
16 ft
+
16 ft
+
16 ft
ㅗ
DE

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