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7x

001523

2024-08-26

Spring Constants – Hinged Column Head, Restrained Column Base, Elastic Nodal Support, Considering Shear Stiffness

These formulas are used to calculate the spring constants of the stiffness using a fictitious column for a restrained supported column, considering the shear stiffness.

C_{u X} = \frac{12 \cdot E I_{z}}{h^{3} \cdot (4 + k_{z})}

C_{u Y} = \frac{12 \cdot E I_{y}}{h^{3} \cdot (4 + k_{y})}

C_{u Z} = \frac{E A}{h}

C_{φ Y} = 0

C_{φ X} = 0

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