The sizing of the entire systems is illustrated for C =¼ A
For C/A higher than 1 to 4 (ex. 1/3) the load on the support rollers decreases.
We suggest to perform every single weight foundation corresponding to F max and never lower than F max minus the total weight of the gate.
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Specific gravity of concrete = 2200 kg./mc. |
Volume of foundations Vf = Fmax / 2200 |
For an optimal response to the applied loads is preferable to calculate the single foundations according to the following formulas B=2/3H and H=2/3F
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So: Vf = 2/3H x H x 3/2H |
and: H = ³√Vf So it's easy to calculate B and F |
Foundation sizes for every roller in relation to Fmax
Technical data of cantilever systems
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