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Foundation sketch
GB
Instructions for Stainless Steel Vertical Column Installation
Load (case 1)
Thrust: ey/ez = 0.00/0.00 Nst = 2.00 kN (load on basis axle)
Momenta: My/Mz = ./. kNm
Momenta according to approximation theory: My/Mz = ./. kNm
Horizontal force: Hy/Hz = ./. kN
Resolut. momenta: My/Mz = ./-. kNm
Resulting forces: F = . kN
Acceptable eccentricity: Divisor e = .
Stress resultants (case 1)
Eccentricity approximation: eyII/ezII: -./.m
Eccentricity confirmation (from total load): (eyII/by)^+(ezII/bz)^ = . ‹= (/e)^ = .
According to DIN
Alternate breakline: by’/bz’ = . / . m
Present soil pressure: sigma = . kN/m²
Acceptable soil pressure: . kN/m²
Dimensions (concrete C12/15)
Basis without reinforcement according to DIN 1045 table
Load expansion: D recorded/available = ./. cm
Important! This foundation is suitable for Behnke Series // standard columns as well as for
steles, pylons and letterbox installations with a stand dimension of W=mm and depth=mm.
Please adhere to dimensional accuracy. The surface may have a maximum tolerance of mm from
left to right or from front to back, respectively.
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