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
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Chapter2: Loads On Structures
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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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