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Use the moment-area method to determine the slopes and deflections at points B and C of the beams shown. (Problem 6.15 and 6.17 of Structural Analysis, 6th Edition, Aslam Kassimali). A 6 m 21 100 KN B E = constant = 70 GPa I = 500 (106) mmª 3 m I 300 kN m

Use the moment-area method to determine the slopes and deflections at points B and C of the beams shown. (Problem 6.15 and 6.17 of Structural Analysis, 6th Edition, Aslam Kassimali). A 6 m 21 100 KN B E = constant = 70 GPa I = 500 (106) mmª 3 m I 300 kN m

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 moment-area method to determine the slopes and deflections at points B and C of the beams shown. (Problem 6.15 and 6.17 of Structural Analysis, 6th Edition, Aslam Kassimali). A A -9 ft- 6 m 21 50 k ↓ B 100 KN C B E = constant = 70 GPa I = 500 (106) mm4 (a) -9 ft- EI= constant E = 29,000 ksi I = 4,000 in.4 (b) 3 m I -18 ft- 300 kN m
Transcribed Image Text:Use the moment-area method to determine the slopes and deflections at points B and C of the beams shown. (Problem 6.15 and 6.17 of Structural Analysis, 6th Edition, Aslam Kassimali). A A -9 ft- 6 m 21 50 k ↓ B 100 KN C B E = constant = 70 GPa I = 500 (106) mm4 (a) -9 ft- EI= constant E = 29,000 ksi I = 4,000 in.4 (b) 3 m I -18 ft- 300 kN m
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