P = 35 Utilize Cantilever Method SF at girder IJ a. 16.5 kips b. 31 kips c. 7.1 kips d. 12 kips 2P kips 2P kips E APE P kips Z B 30 ft- ms M W F N ✓X K X G Q C -20 ft- b U H -30 ft- R T 16 ft + 16 ft + 16 ft I DET

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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P = 35
Utilize Cantilever Method
SF at girder IJ
a. 16.5 kips
b. 31 kips
c. 7.1 kips
d. 12 kips
2P kips
2P kips
E
APE
P kips
Z
B
30 ft-
ms
M
W
F
N
✓X
K
X
G
Q
C
-20 ft-
b
U
H
-30 ft-
R
T
16 ft
+
16 ft
+
16 ft
I
DET
Transcribed Image Text:P = 35 Utilize Cantilever Method SF at girder IJ a. 16.5 kips b. 31 kips c. 7.1 kips d. 12 kips 2P kips 2P kips E APE P kips Z B 30 ft- ms M W F N ✓X K X G Q C -20 ft- b U H -30 ft- R T 16 ft + 16 ft + 16 ft I DET
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