FM-753 CRACK A4

Stainless Steel Heavy Duty Wedge Anchor with Seismic Certification

Stainless steel wedge anchor for the medium load range in sizes M8 - M16 for anchoring in cracked and non-cracked concrete C20/25 - C50/60, as well as for seismic actions of the performance category C1/C2.

Označení CE
ETA
A4 nerezová ocel
Feu R 120
Seismic C1 C2
Fix Calc

Podrobnosti produktu

Obrázky

Vlastnosti

Material

  • Stainless steel A4

Benefits

  • Dynamic and seismic loads
  • Seismic performance C1 and C2
  • Immediate expansion
  • Increased thickness of three expander segments
  • Nine gripping dents for greater adhesion to hole wall
  • Fire resistance R120

Aplikace

Applications

  • Structural fixings
  • Steel constructions
  • Seismic applications

Suitable for

  • Cracked concrete
  • Non-cracked concrete
  • Solid stone

Technické údaje

Rozměry

Product dimensions

Art. nr. Product Reference Dimensions [mm] Thread length Fixture thickness [tfix,max] with standard setting depth [hef,STD] [mm] Fixture thickness [tfix,max] with reduced setting depth [hef,RED] [mm] Hole diameter in fixture [df] [mm] Hole diameter [do] x depth [h1] in substrate with standard setting depth [hef,STD] [mm] Hole diameter [do] x depth [h1] in substrate with reduced setting depth [hef,RED] [mm] Min. setting depth [hef,STD] [mm] Reduced setting depth [hef,RED]  [mm] Qty per box Qty per outer box Hmotnost [kg]
7535000806800FM-753 CRACK A4M8x683041898x708x5648341004000.03
7535000807500FM-753 CRACK A4M8x7530102498x708x5648341004000.032
7535001009000FM-753 CRACK A4M10x904010301210x8010x606040502000.058
7535001211000FM-753 CRACK A4M12x1106510301412x10012x807252502000.1
7535001212000FM-753 CRACK A4M12x1206520401412x10012x807252502000.11
7535001214500FM-753 CRACK A4M12x1458545651412x10012x807252251000.13

Recommended loads / Non-cracked concrete / for single anchors / with no edge distances or spacings

Art. nr. Product Reference Dimensions [mm] Recommended loads - Non-cracked concrete
Tension - Nrec Shear - Vrec Bending moment Mrec [Nm]
C20/25 [kN] C30/37 [kN] C40/50 [kN] C50/60 [kN] C20/25 [kN] C30/37 [kN] C40/50 [kN] C50/60 [kN]
7535000806800FM-753 CRACK A4M8x684.85.96.87.47.87.87.87.810.5
7535000807500FM-753 CRACK A4M8x754.85.96.87.47.87.87.87.810.5
7535001009000FM-753 CRACK A4M10x907.69.310.711.813.413.413.413.421.5
7535001211000FM-753 CRACK A4M12x11010.512.814.816.317.317.317.317.337.4
7535001212000FM-753 CRACK A4M12x12010.512.814.816.317.317.317.317.337.4
7535001214500FM-753 CRACK A4M12x14510.512.814.816.317.317.317.317.337.4

1) In case of interaction of tension and shear loads (lever arm) as well as in case of anchor groups and/or edge influence, a design according to EN 1992-4 (seismic actions - Annex C / fire action
- Annex D) shall be carried out taking into account the entire European Technical Assessment ETA-10/0293.
2) The load data take into account the partial safety factors of the resistances given in the European Technical Assessment (ETA) and a partial safety factor of the actions
of γF = 1.4. The values given assume unreinforced or normally reinforced concrete with a spacing of the reinforcing bars s ≥ 15 cm or s ≥ 10 cm at a
rebar diameter ds ≤ 10 mm is assumed.   

Recommended loads - Cracked concrete - single anchor - no edge distances

Art. nr. Product Reference Dimensions [mm] Recommended loads - Cracked concrete
Tension - Nrec Shear - Vrec Bending moment Mrec [Nm]
C20/25 [kN] C30/37 [kN] C40/50 [kN] C50/60 [kN] C20/25 [kN] C30/37 [kN] C40/50 [kN] C50/60 [kN]
7535000806800FM-753 CRACK A4M8x683.13.84.44.85.45.45.45.410.5
7535000807500FM-753 CRACK A4M8x753.13.84.44.85.45.45.45.410.5
7535001009000FM-753 CRACK A4M10x904.85.96.87.413.413.413.413.421.5
7535001211000FM-753 CRACK A4M12x1106.27.68.79.617.317.317.317.337.4
7535001212000FM-753 CRACK A4M12x1206.27.68.79.617.317.317.317.337.4
7535001214500FM-753 CRACK A4M12x1456.27.68.79.617.317.317.317.337.4

1) In case of interaction of tension and shear loads (lever arm) as well as in case of anchor groups and/or edge influence, a design according to EN 1992-4 (seismic actions - Annex C / fire action
- Annex D) shall be carried out taking into account the entire European Technical Assessment ETA-10/0293.
2) The load data take into account the partial safety factors of the resistances given in the European Technical Assessment (ETA) and a partial safety factor of the actions
of γF = 1.4. The values given assume unreinforced or normally reinforced concrete with a spacing of the reinforcing bars s ≥ 15 cm or s ≥ 10 cm at a
rebar diameter ds ≤ 10 mm is assumed.   

Instalace

Instalace

Spacings and edge distances

Art. nr. Product Reference Dimensions [mm] Min. edge distance [cmin] [mm] Min. spacing [smin] [mm] Characteristic edge distance [ccr,N] [mm] Characteristic spacing(5) - Scr,N [scr,N] [mm]
7535000806800FM-753 CRACK A4M8x68505072144
7535000807500FM-753 CRACK A4M8x75505072144
7535001009000FM-753 CRACK A4M10x90505590180
7535001211000FM-753 CRACK A4M12x1106060108216
7535001212000FM-753 CRACK A4M12x1206060108216
7535001214500FM-753 CRACK A4M12x1456060108216

Certifikace

Prohlášení o funkčnosti (DoP)

Evropské technické posouzení (ETA)

ZIP balíčky

Buy from Distributor

No items available.

Contact

Simpson Strong-Tie Německo

Simpson Strong-Tie GmbH

Hubert-Vergölst-Straße 6-14
61231 Bad Nauheim
Německo