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001522

2024-08-26

Springs due to Stiffness Semi-Rigidly Supported by Fictitious Column, Assuming Elastic Nodal Support While Neglecting Shear Stiffness

These formulas are used to calculate the spring constants of the stiffness using a fictitious column for a semi-rigidly supported column while neglecting shear stiffness.

C_{u X} = \frac{X}{100} \cdot \frac{3 \cdot E I_{z}}{H^{3}}; C_{u Y} = \frac{X}{100} \cdot \frac{3 \cdot E I_{y}}{H^{3}}; C_{u Z} = \frac{E \cdot A}{h}

C_{φ y} = 0; C_{φ X} = 0

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