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Determine the deflection at point B for the beam shown by the moment-area method. 100 kN 300 kN - m 6 m 21 3 m E = constant - 70 GPa I - 500 (106) mm O a. 90 mm ! O b. 180 mm ! O c. 141 mm ! O d. 282 mm Į

Determine the deflection at point B for the beam shown by the moment-area method. 100 kN 300 kN - m 6 m 21 3 m E = constant - 70 GPa I - 500 (106) mm O a. 90 mm ! O b. 180 mm ! O c. 141 mm ! O d. 282 mm Į

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 deflection at point B for the beam shown by the moment-area method. 100 kN 300 kN - m 6 m 21 3 m E = constant - 70 GPa I - 500 (106) mm O a. 90 mm ! O b. 180 mm ! O c. 141 mm ! O d. 282 mm Į
Transcribed Image Text:Determine the deflection at point B for the beam shown by the moment-area method. 100 kN 300 kN - m 6 m 21 3 m E = constant - 70 GPa I - 500 (106) mm O a. 90 mm ! O b. 180 mm ! O c. 141 mm ! O d. 282 mm Į
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