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PROBLEM STATEMENT The elastic buckling load for a pin-ended column is:
E*I
Buckling Load = pi^2 ---
L^2
where E is Young's modulus of elasticity, I is the moment of inertia, and L is the length of the column. THE APPLET
ACKNOWLEDGEMENT This applet is a minor extension of the temperature conversion program described in Chapter 19 of the book. | |
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Developed in Decembe, 1998, by Mark Austin |
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