PLEASE DRAW AND LABEL PROPERLY THE FBD. THANK YOU. Use Portal Method From the frame loaded as shown. Solve the following: a. The shear at girder HI.  b. The end moment at girder HI. c. The shear at girder EF. d. The end moment at girder EF. e. The moment at column C.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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PLEASE DRAW AND LABEL PROPERLY THE FBD. THANK YOU.

Use Portal Method

From the frame loaded as shown. Solve the following:

a. The shear at girder HI. 
b. The end moment at girder HI.
c. The shear at girder EF.
d. The end moment at girder EF.
e. The moment at column C. 

 

G
T
12 ft
to
12 ft
Q
A
O
20 ft
21.875 kips
28.125 kips
M
B
a. The shear at girder HI.
7.5 kips
21.875 kips
47.5 kips
28.125 kips
E
b. The end moment at girder Hl.
56.25 kft. ccW
356.25 kft. ccw
56.25 kft. cw
300 kft. ccw
356.25 kft. cw
300 kft. cw
c. The shear at girder EF.
47.5 kips
7.5 kips
356.25 kft. cw
356.25 kft. ccw
56.25 kft. ccW
56.25 kft. cw
300 kft. ccw
300 kft. cw
H K
d. The end moment at girder EF.
300 kft. cw
356.25 kft. ccw
56.25 kft. cw
356.25 kft. cw
56.25 kft. ccW
300 kft. ccw
e. The moment at column C.
N
F
C
15 ft →
37.5kips
62.5 kips
Transcribed Image Text:G T 12 ft to 12 ft Q A O 20 ft 21.875 kips 28.125 kips M B a. The shear at girder HI. 7.5 kips 21.875 kips 47.5 kips 28.125 kips E b. The end moment at girder Hl. 56.25 kft. ccW 356.25 kft. ccw 56.25 kft. cw 300 kft. ccw 356.25 kft. cw 300 kft. cw c. The shear at girder EF. 47.5 kips 7.5 kips 356.25 kft. cw 356.25 kft. ccw 56.25 kft. ccW 56.25 kft. cw 300 kft. ccw 300 kft. cw H K d. The end moment at girder EF. 300 kft. cw 356.25 kft. ccw 56.25 kft. cw 356.25 kft. cw 56.25 kft. ccW 300 kft. ccw e. The moment at column C. N F C 15 ft → 37.5kips 62.5 kips
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