Determine the member end moments and reactions for the three- span continuous beam shown, due to the uniformly distributed load and due to the support settlements of 5/8 in. at B, and 1.5 in. at C, and in. at D. 2 k/ft D. B 20 ft 20 ft 20 ft E-29,000 ksi 1-7,800 in.
Determine the member end moments and reactions for the three- span continuous beam shown, due to the uniformly distributed load and due to the support settlements of 5/8 in. at B, and 1.5 in. at C, and in. at D. 2 k/ft D. B 20 ft 20 ft 20 ft E-29,000 ksi 1-7,800 in.
Chapter9: Application Of Influence Lines
Section: Chapter Questions
Problem 11P
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Transcribed Image Text:Determine the member end moments and reactions for the three-
span continuous beam shown, due to the uniformly distributed
load and due to the support settlements of 5/8 in. at B, and 1.5 in.
at C, and % in. at D.
2 k/ft
D
B
20 ft
20 ft
20 ft
E= 29,000 ksi
1= 7,800 in.
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