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001519
2024-08-26

Springs due to Stiffness Simply Supported by Fictitious Column, Assuming Elastic Nodal Support and Considering Shear Stiffness

These formulas are used to calculate the spring constants of the stiffness using a fictitious column for a simply supported column, taking into account the shear stiffness.
CuX = 0 ;  CuY = 0 ;  CuZ = E·Ah 

Cφy = 0;  CφX = 0