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179x

000923

2025-03-04

Elastic Member Bedding per Beam

Elastic member bedding per truss member

K_{y} = \frac{2 \cdot K_{y}'}{6} = 455, 6 kN / m^{2} = 0, 456 N / {mm}^{2}

K_y	Elastische Stabbettung pro Binder
K_y'	Elastische Stabbettung pro Verband

Elastic Member Bedding

;