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75 k 40 k Hinge 250 k-ft Determine the deflection at point D. You can use any method you prefer. C D -12 ft 12 ft- +12 ft 12 ftH

75 k 40 k Hinge 250 k-ft Determine the deflection at point D. You can use any method you prefer. C D -12 ft 12 ft- +12 ft 12 ftH

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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Use the following method:
A. Virtual Work/ Unit Load Method
B. Conjugate Beam Method
C. Double Integration
D. Moment Area Method

Wiok19GyQ3LsAnixBILPrhFqlocgzXMa2Fztz2252E2dFDuILK252BEISTZSON2528SHeOFN s 出Ap 父G N ORTU Lag in to A INGSURVEY B CADO HAR R CHO6 CH My Manla Wular A Vew %3D 1/4 75 k 40 k Hinge 250 k-ft Determine the deflection at point D. You can use any method you prefer. D. 12 ft 12 ft 12 ft 12 ft-
Transcribed Image Text:Wiok19GyQ3LsAnixBILPrhFqlocgzXMa2Fztz2252E2dFDuILK252BEISTZSON2528SHeOFN s 出Ap 父G N ORTU Lag in to A INGSURVEY B CADO HAR R CHO6 CH My Manla Wular A Vew %3D 1/4 75 k 40 k Hinge 250 k-ft Determine the deflection at point D. You can use any method you prefer. D. 12 ft 12 ft 12 ft 12 ft-
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