Elastic Member Foundation per Bracing

Elastic member foundation per bracing

K_{y}' = s_{id} \cdot \frac{π^{2}}{L^{2}}

K_{y}' = 44, 864 kN \cdot \frac{π^{2}}{{(18 m)}^{2}} = 1, 367 \frac{kN}{m^{2}} = 1.367 \frac{N}{{mm}^{2}}

K_y'	Elastic member foundation per bracing
s_id	Ideal shear stiffness of the stiffening bracing
L	Bracing length

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