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75 k Hinge 40 k 250 k-ft 金 E B C D F12 ftH- –-12 ft- -12 ft t- -12 ft니 El = constant E = 29,000 ksi 1 = 6,000 in.4 AG. P6.33, P6.59

75 k Hinge 40 k 250 k-ft 金 E B C D F12 ftH- –-12 ft- -12 ft t- -12 ft니 El = constant E = 29,000 ksi 1 = 6,000 in.4 AG. P6.33, P6.59

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 in Figs. P6.33 and P6.34. 75 k Hinge 40 k 250 k-ft B C -12 ft- -12 ft- -12 ft- -12 ft- El = constant E = 29,000 ksi 1= 6,000 in.4 AG. P6.33, P6.59
Transcribed Image Text:Use the conjugate-beam method to determine the slopes and deflections at points B and D of the beams shown in Figs. P6.33 and P6.34. 75 k Hinge 40 k 250 k-ft B C -12 ft- -12 ft- -12 ft- -12 ft- El = constant E = 29,000 ksi 1= 6,000 in.4 AG. P6.33, P6.59
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