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Chapter 10: Beam Deflections
M10.13: Computing Forces from Known Deflections
Application
State the Problem
Table of Contents
Separate the Loadings
General Elastic Curve Equation for Case 1
Adapt the Elastic Curve
Case 1 Deflection at B From the Elastic Curve
Case 2 Deflection at B
Compatibility Equation for Deflections at B
Solve For P
Application
scene
10
of
10
Why would we be interested in arbitrarily requiring a zero deflection at
B
?
