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D of the beams shown 75 k 40 k Hinge 250 k-ft E A B C D F12 ft- -12 ft -12 ft- -12 ft ---- El = constant E = 29,000 ksi G 000 in 4

D of the beams shown 75 k 40 k Hinge 250 k-ft E A B C D F12 ft- -12 ft -12 ft- -12 ft ---- El = constant E = 29,000 ksi G 000 in 4

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 conjugate-beam method to determine the slopes and deflections at points B and
D of the beams shown

Use the conjugate-beam method to determine the slopes and deflections at points B and D of the beams shown 75 k 40 k Hinge 250 k-ft A B D 12 ft- –12 ft -12 ft -- -12 ft- El = constant E = 29,000 ksi %3D I = 6,000 in.4
Transcribed Image Text:Use the conjugate-beam method to determine the slopes and deflections at points B and D of the beams shown 75 k 40 k Hinge 250 k-ft A B D 12 ft- –12 ft -12 ft -- -12 ft- El = constant E = 29,000 ksi %3D I = 6,000 in.4
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