Post Support Typ T01H on concrete adjustable
GH LINE
Anwendungen
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Height mm: | 150-200 |
Netto Gewicht Kg: | 280 |
Thread Ø: | 20 |
Base plate width: | 100 |
Base plate length: | 180 |
Base plate thickness: | 6 |
Ø 11 mm: | 4 |
Ø 13 mm: | 4 |
Beam width: | 80 |
Thickness of support plate: | 8 |
Sword width: | 80 |
Sword height: | 130 |
Sword thickness: | 8 |
ETA: | ETA-16 0550 |
ZinTOP: | ZinTOP |
Use class: | NKL3 |
Material: | S 235 zintop |
Made in Germany: | JA |
Gruppe: | Pfostentraeger |
DC Statik: | JA |
Statics diagram: | Pfostentraeger |
ZinTOP COLUMN BASE TYPE T 01 H ON CONCRETE, HEIGHT-ADJUSTABLE
The column bases, which must fulfi l the requirements of service class 3, are subsequently hot-dip galvanised or have our new ZinTOP coating. ZinTOP not only has optimum corrosion resistances but is also visually more attractive.
Advantages of the ZinToP coating
• Uniform surface
• High corrosion resistance
• No contact corrosion in conjunction with stainless steel
• Approved for service class 3 in timber construction
• High surface hardness
• Uniform coat thickness, also on threaded parts
*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] | ||||
19613101TOP | 100 | 100 | 28,7 | 6,66 | 0,63 | 0,96 |
4 dowels Ø 10 mm
ZinTOP COLUMN BASE TYPE T 01 H ON CONCRETE, HEIGHT-ADJUSTABLE
The column bases, which must fulfi l the requirements of service class 3, are subsequently hot-dip galvanised or have our new ZinTOP coating. ZinTOP not only has optimum corrosion resistances but is also visually more attractive.
Advantages of the ZinToP coating
• Uniform surface
• High corrosion resistance
• No contact corrosion in conjunction with stainless steel
• Approved for service class 3 in timber construction
• High surface hardness
• Uniform coat thickness, also on threaded parts
*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] | ||||
19613101TOP | 100 | 100 | 28,7 | 6,66 | 0,63 | 0,96 |
4 dowels Ø 10 mm