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20 k C +10 ft- 1= 3,000 in.4 'B 15 ft I= 6,000 in.4 E= 29,000 ksi (a) Real Beam 100 EI 200 250 EI EI k-ft M (b) El Diagram ( with /= 3,000 in.4) -15 ft- +10 ft A C 100 - El 200 250 El El (c) Conjugate Beam FIG. 6.14

20 k C +10 ft- 1= 3,000 in.4 'B 15 ft I= 6,000 in.4 E= 29,000 ksi (a) Real Beam 100 EI 200 250 EI EI k-ft M (b) El Diagram ( with /= 3,000 in.4) -15 ft- +10 ft A C 100 - El 200 250 El El (c) Conjugate Beam FIG. 6.14

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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Determine the slopes and deflections at points B and C of the cantilever beam shown in Fig. 6.14(a) by the conjugate beam method

20 k C +10 ft- 1= 3,000 in.4 'B 15 ft I= 6,000 in.4 E= 29,000 ksi (a) Real Beam 100 EI 200 250 EI EI k-ft M (b) El Diagram ( with /= 3,000 in.4) -15 ft- +10 ft A C 100 - El 200 250 El El (c) Conjugate Beam FIG. 6.14
Transcribed Image Text:20 k C +10 ft- 1= 3,000 in.4 'B 15 ft I= 6,000 in.4 E= 29,000 ksi (a) Real Beam 100 EI 200 250 EI EI k-ft M (b) El Diagram ( with /= 3,000 in.4) -15 ft- +10 ft A C 100 - El 200 250 El El (c) Conjugate Beam FIG. 6.14
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