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etermine (approximately) the reactions at the base of the columns of the frame shown. Use the cantilever raw the moment diagrams scuss the stability and determinacy of the frame 12 kips R M 12ft K 16kips 16ft F H A D 8in^ 6in 10in^2 10in^2 2oft- 48 ft- 25ft- 10in^2 10in^2 8in^2 8in^2 6in^2 6in^2 10in^2 10in^2

etermine (approximately) the reactions at the base of the columns of the frame shown. Use the cantilever raw the moment diagrams scuss the stability and determinacy of the frame 12 kips R M 12ft K 16kips 16ft F H A D 8in^ 6in 10in^2 10in^2 2oft- 48 ft- 25ft- 10in^2 10in^2 8in^2 8in^2 6in^2 6in^2 10in^2 10in^2

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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Determine (approximately) the reactions at the base of the columns of the frame shown. Use the cantilever method of analysis Draw the moment diagrams Discuss the stability and determinacy of the frame 12 kips R M N 12ft K 16kips 16ft 10in^2 8in^2| 6in^2 10in^2 20ft- 48 ft- 25ft 10in^2 V 10in^2 8in^2 8in^2 6in^2 10in^2 10in^2
Transcribed Image Text:Determine (approximately) the reactions at the base of the columns of the frame shown. Use the cantilever method of analysis Draw the moment diagrams Discuss the stability and determinacy of the frame 12 kips R M N 12ft K 16kips 16ft 10in^2 8in^2| 6in^2 10in^2 20ft- 48 ft- 25ft 10in^2 V 10in^2 8in^2 8in^2 6in^2 10in^2 10in^2
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