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-5 m- 180 kN B 15 kN/m C D 4 m -5m- El = constant E = 70 GPa / = 2,340 (10%) mm²

-5 m- 180 kN B 15 kN/m C D 4 m -5m- El = constant E = 70 GPa / = 2,340 (10%) mm²

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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Subject: Structural Theory Topic: Conjugate Method Determine the slope and deflection at point D of the beam shown. Show handwritten solutions, box the final answer.
-5 m- 180 kN B 15 kN/m C D 4 m -5m- El = constant E = 70 GPa / = 2,340 (10%) mm²
Transcribed Image Text:-5 m- 180 kN B 15 kN/m C D 4 m -5m- El = constant E = 70 GPa / = 2,340 (10%) mm²
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