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Determine the reactions at the supports using the method of consistent deformations, then draw the moment diagram. The spring is originally unstretched and has a stiffness k = 10 EI/L³. El is constant for both beams. A W 2L L B W k WL4 Vmax = 8E1 WL³ -L· Отах = 6EI

Determine the reactions at the supports using the method of consistent deformations, then draw the moment diagram. The spring is originally unstretched and has a stiffness k = 10 EI/L³. El is constant for both beams. A W 2L L B W k WL4 Vmax = 8E1 WL³ -L· Отах = 6EI

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 reactions at the supports using the method of consistent deformations, then draw the moment diagram. The spring is originally unstretched and has a stiffness k = 10 EI/L³. El is constant for both beams. A W 2L L B W k WL4 Vmax = 8E1 WL³ -L· Отах = 6EI
Transcribed Image Text:Determine the reactions at the supports using the method of consistent deformations, then draw the moment diagram. The spring is originally unstretched and has a stiffness k = 10 EI/L³. El is constant for both beams. A W 2L L B W k WL4 Vmax = 8E1 WL³ -L· Отах = 6EI
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