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Z przyczyn niezależnych od nas wysyłka zamówień jest obecnie opóźniona. Pracujemy nad jak najszybszym rozwiązaniem sytuacji. Przepraszamy za wszelkie niedogodności.

Spit Durchsteckbolzenanker Stahl Elektrolytisch verzinkt

Artikelnummer
Marke Spit
Material Stahl
Approval ETA Option 7
Oberfläche Elektrolytisch verzinkt
Info
  • Code = Letter code marking.
  • do = Nominal diameter of drill bit.
  • Tinst = Tightening torque in Nm.
  • df = Diameter of clearance hole in the fixture.
  • hmin. = Minimal thickness of concrete member.
  • ho = Recommended drilling depth
  • .tfix = Thickness of the fixture.
  • hef = Effective anchorage depth.
  • Scr, N = Spacing characteristic.
  • Ccr, N = Edge distance characteristic.
  • Smin. = Minimal spacing.
  • Cmin. = Minimal edge distance.
  • N = Allowable load in kN.
  • The allowable load is valid for one single anchor, at non-cracked concrete (pressure zone) with concrete class C20/25, incl. partial safety factor γf= 1,4 and if the Scr, N and Ccr, N are taken in to account.
  • When reduction on spacing and edge distance take place a re-calculation of forces should be carried out by making use of the technical guide or calculation software, they are available on request.
  • Final calculations should comply with the complete European Technical Approval (ETA), this approval is also available on request.
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Spezifikationen

Marke Spit
Material Stahl
Approval ETA Option 7
Oberfläche Elektrolytisch verzinkt
Info
  • Code = Letter code marking.
  • do = Nominal diameter of drill bit.
  • Tinst = Tightening torque in Nm.
  • df = Diameter of clearance hole in the fixture.
  • hmin. = Minimal thickness of concrete member.
  • ho = Recommended drilling depth
  • .tfix = Thickness of the fixture.
  • hef = Effective anchorage depth.
  • Scr, N = Spacing characteristic.
  • Ccr, N = Edge distance characteristic.
  • Smin. = Minimal spacing.
  • Cmin. = Minimal edge distance.
  • N = Allowable load in kN.
  • The allowable load is valid for one single anchor, at non-cracked concrete (pressure zone) with concrete class C20/25, incl. partial safety factor γf= 1,4 and if the Scr, N and Ccr, N are taken in to account.
  • When reduction on spacing and edge distance take place a re-calculation of forces should be carried out by making use of the technical guide or calculation software, they are available on request.
  • Final calculations should comply with the complete European Technical Approval (ETA), this approval is also available on request.

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