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60 k 40 k B C 20 ft 10 ft 10 ft- El = constant E=1,800 ksi I= 46,000 in.4 (a) Real Beam 800 El 600 EI A. D. B M (b) El Diagram () k-ft El 800 El 600 EI D B Ay 20 ft 10 ft 10 ft- (c) Conjugate Beam FIG. 6.16

60 k 40 k B C 20 ft 10 ft 10 ft- El = constant E=1,800 ksi I= 46,000 in.4 (a) Real Beam 800 El 600 EI A. D. B M (b) El Diagram () k-ft El 800 El 600 EI D B Ay 20 ft 10 ft 10 ft- (c) Conjugate Beam FIG. 6.16

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 at ends A and D and the deflections at points B and C of the beam shown in Fig. 6.16(a)

60 k 40 k B C 20 ft 10 ft 10 ft- El = constant E=1,800 ksi I= 46,000 in.4 (a) Real Beam 800 El 600 EI A. D. B M (b) El Diagram () k-ft El 800 El 600 EI D B Ay 20 ft 10 ft 10 ft- (c) Conjugate Beam FIG. 6.16
Transcribed Image Text:60 k 40 k B C 20 ft 10 ft 10 ft- El = constant E=1,800 ksi I= 46,000 in.4 (a) Real Beam 800 El 600 EI A. D. B M (b) El Diagram () k-ft El 800 El 600 EI D B Ay 20 ft 10 ft 10 ft- (c) Conjugate Beam FIG. 6.16
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