PLEASE DRAW AND LABEL PROPERLY THE FBD. THANK YOU.Use Cantilever Method.from the frame loaded as shown. Solve the following:a. Axial force at column IE.b. Shear force at girder IJ.c. End moment at girder IJ.d. Axial force at column EA.e. Shear force at girder EF. g. End moment at girder EF.h. Moment at column A. 30kips30kips-AE1015 kipsZ30 ftJWFa. Axial force at column IE.7.065 kips16.485 kips2.335 kips11.775 kipsb. Shear force at girder IJ.7.065 kips16.485 kips11.775 kips2.355 kipsBRAKc. End moment at girder IJ.176.625 kft. ccw105.975 kft. ccw176.625 kft. cw105.975 kft. cw247.275 kft. ccw247.275 kft. cwMd. Axial force at column EA.42.84 kips6.12 kips18.36 kips30.6 kipse. Shear force at girder EF.26.355 kips11.295 kips18.825 kips3.765 kipsh. Moment at column A.105.8 kft. ccW148.12 kft. ccw105.8 kft. cw63.48 kft. ccW148.12 kft. cw63.48 kft. cwPg. End moment at girder EF.282.375 kft. ccw169.425 kft. ccw395.325 kft. ccw395.325 kft. cw282.375 kft. cw169.425 kft. cwсaTNKXGaCE+20 ft-bU30 ftLHRT16 ft16 ft16 ftDE

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Answered: PLEASE DRAW AND LABEL PROPERLY THE FBD.…

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

PLEASE DRAW AND LABEL PROPERLY THE FBD. THANK YOU.

Use Cantilever Method.

from the frame loaded as shown. Solve the following:

a. Axial force at column IE.
b. Shear force at girder IJ.
c. End moment at girder IJ.
d. Axial force at column EA.
e. Shear force at girder EF.
g. End moment at girder EF.
h. Moment at column A.

30kips
30kips-
A
E
10
15 kips
Z
30 ft
J
W
F
a. Axial force at column IE.
7.065 kips
16.485 kips
2.335 kips
11.775 kips
b. Shear force at girder IJ.
7.065 kips
16.485 kips
11.775 kips
2.355 kips
BRAK
c. End moment at girder IJ.
176.625 kft. ccw
105.975 kft. ccw
176.625 kft. cw
105.975 kft. cw
247.275 kft. ccw
247.275 kft. cw
M
d. Axial force at column EA.
42.84 kips
6.12 kips
18.36 kips
30.6 kips
e. Shear force at girder EF.
26.355 kips
11.295 kips
18.825 kips
3.765 kips
h. Moment at column A.
105.8 kft. ccW
148.12 kft. ccw
105.8 kft. cw
63.48 kft. ccW
148.12 kft. cw
63.48 kft. cw
P
g. End moment at girder EF.
282.375 kft. ccw
169.425 kft. ccw
395.325 kft. ccw
395.325 kft. cw
282.375 kft. cw
169.425 kft. cw
с
a
T
N
K
X
G
a
CE
+20 ft-
b
U
30 ft
L
H
R
T
16 ft
16 ft
16 ft
DE

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