Column base type DS in concrete
Order no.: 19820220
EAN: 4019346510148
Anwendungen
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Netto Gewicht Kg: | 290 |
DC Statik: | JA |
Made in Germany: | JA |
Gruppe: | Pfostentraeger |
Statics diagram: | Pfostentraeger |
ETA: | ETA-16 0550 |
Ø 11 mm: | 1 |
Beam width: | 100 |
Thickness of support plate: | 6 |
Mandrel height: | 120 |
Mandrel Ø: | 24 |
Ø 11mm: | 4 |
Tube height: | 500 |
Tube Ø: | 48,3 |
Material: | S 235 fz |
Use class: | NKL3 |
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Variants
ID | Quantity | Ø 11 mm | Beam width | Thickness of support plate | Mandrel height | Mandrel Ø | Carrier plate Ø | Ø 11mm | Tube height | Tube Ø | Base plate mm LxBxT | D Ø Height | Material | |||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
|
19820220 |
|
1 | 100 | 6 | 120 | 24 | - | 4 | 500 | 48,3 | - | - | S 235 fz | ||
|
19820221 |
|
1 | 100 | 6 | 120 | 24 | 100x100x6 | 4 | 400 | 48,3 | 70x70 | Ø 48,3x400 | S 235 fz | ||
|
19820420 |
|
1 | 100 | 6 | 120 | 40 | 100x100x6 | 4 | 500 | 48,3 | 70 70 | Ø 48,3x500 | S 235 fz |
COLUMN BASE TYPE DS IN CONCRETE
*Structural calculation example (The load bearing capacities are only indicative. Detailed static information can be found in the upper section in documents / download)
Art. No. | Post [mm] | Pressure F1,Rk | Tension F1,Rk | F2/3,Rk | F3/4,Rk | |
---|---|---|---|---|---|---|
min w | min h | Steel [kN] | ||||
19820220 | 120 | 120 | 108,0 | 19,0 | 8,08 | 8,08 |
19820221 | 120 | 120 | 108,0 | 19,0 | 16,9 | 16,9 |
19820420 | 120 | 120 | 108,0 | 15,0 | 8,08 | 8,08 |
4 screws Ø 10x120 mm