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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.

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.

Structural Analysis
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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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
Transcribed Image Text: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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