Telecom Behnke 5-5501 Anleitung Seite 32

Instructions for Stainless Steel Vertical Column Installation
GB
Foundation sketch
Load (case 1)
Thrust: ey/ez = 0.00 / 0.00 Nst = 2.00 kN (load on basis axle)
Momenta: My/Mz = 1.70 / 0.00 kNm
Momenta according to approximation theory: M2y/M2z = 1.70 / 0.00 kNm
Horizontal force: Hy/Hz = 1.00 / 0.00 kN
Resolut. momenta: My/Mz = 1.70 / -0.80 kNm
Resulting forces: F = 10.45 kN
Acceptable eccentricity: Divisor e = 3.00
Stress resultants (case 1)
Eccentricity approximation: eyII/ezII: -0.077 / 0.163m
Eccentricity confirmation (from total load): (eyII/by)^2+(ezII/bz)^2 = 0.08 ‹= (1/e)^2 = 0.11
According to DIN 1054
Alternate breakline: by'/bz' = 0.497 / 0.325 m
Present soil pressure: sigma = 64.78 kN/m²
Acceptable soil pressure: 300.00 kN/m²
Dimensions (concrete C12/15)
Basis without reinforcement according to DIN 1045 table 17
Load expansion: D recorded/available = 21.5/80.0 cm
Important! This foundation is suitable for Behnke Series 5/20/50 standard columns as well
as for steles, pylons and letterbox installations with a stand dimensioning of W=500mm and
depth=152mm.
Please adhere to dimensional accuracy. The surface may have a maximum tolerance of 2mm from
left to right or from front to back, respectively.
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