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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.

CE Marking
CE Marking
ETA
ETA
New
New
Sprinkler Systems
Sprinkler Systems
Fire resistance R 120
Fire resistance R 120
Seismic C1 C2
Seismic C1 C2
Stainless steel A4
Stainless steel A4
Fix Calc
Fix Calc

Product Details

Images

Features

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

Application

Applications

  • Structural fixings
  • Steel constructions
  • Seismic applications

Suitable for

  • Cracked concrete
  • Non-cracked concrete
  • Solid stone

Technical Data

Product dimensions

Dimensions

ReferenceMetallic fixings dimensionsInstallation data
Dimensions and drill holes[mm]Product ReferenceOtherInstallation data
Dimensions[mm]Thread length [Lv][mm]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[mm]Hole diameter [dₒ] x depth [h₁] in substrate with reduced setting depth [hₑf,ᵣₑD][mm]Min. setting depth [hₑf][mm]Qty per box[stk]Qty per outer boxWeight[kg]Reduced setting depth [hₑf,ᵣₑD][mm]
7535000806800M8x6830FM-753 CRACK A441898x708x5648100.04000.0334
7535000807500M8x7530FM-753 CRACK A4102498x708x5648100.04000.03234
7535000809000M8x9040FM-753 CRACK A4253998x708x5648100.04000.03634
7535000811500M8x11560FM-753 CRACK A4506498x708x5648100.04000.04434
7535000813500M8x13580FM-753 CRACK A4708498x708x5648100.04000.0534
7535000816500M8x16580FM-753 CRACK A410011498x708x564850.02000.06134
7535001009000M10x9040FM-753 CRACK A410301210x8010x606050.02000.05840
7535001010500M10x10555FM-753 CRACK A425451210x8010x606050.02000.06940
7535001011500M10x11555FM-753 CRACK A435551210x8010x606050.02000.07440
7535001013500M10x13585FM-753 CRACK A455751210x8010x606050.02000.08440
7535001015500M10x15585FM-753 CRACK A475951210x8010x606050.02000.09440
7535001018500M10x18585FM-753 CRACK A41051251210x8010x606025.01000.1140
7535001211000M12x11065FM-753 CRACK A410301412x10012x807250.02000.152
7535001212000M12x12065FM-753 CRACK A420401412x10012x807250.02000.1152
7535001214500M12x14585FM-753 CRACK A445651412x10012x807225.01000.1352
7535001217000M12x17085FM-753 CRACK A470901412x10012x807225.01000.1552
7535001220000M12x20085FM-753 CRACK A41001201412x10012x807225.01000.1752
7535001613000M16x13065FM-753 CRACK A410301816x11516x958620.0800.2266
7535001615000M16x15085FM-753 CRACK A430501816x11516x958620.0800.2566
7535001618500M16x18585FM-753 CRACK A460801816x11516x958620.0800.2966
7535001622000M16x22085FM-753 CRACK A41001201816x11516x958615.0600.3466

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

ReferenceMetallic fixings dimensionsMetallic fixings loads
Dimensions and drill holes[mm]Product ReferenceRecommended loads - Non-cracked concrete
Dimensions[mm]Bending moment Mᵣₑc[Nm]Tension - Nᵣₑc[kN]Shear - Vᵣₑc[kN]
C20/25[kN]C30/37[kN]C40/50[kN]C50/60[kN]C20/25[kN]C30/37[kN]C40/50[kN]C50/60[kN]
7535000806800M8x68FM-753 CRACK A410.54.85.96.87.47.87.87.87.8
7535000807500M8x75FM-753 CRACK A410.54.85.96.87.47.87.87.87.8
7535000809000M8x90FM-753 CRACK A410.54.85.96.87.47.87.87.87.8
7535000811500M8x115FM-753 CRACK A410.54.85.96.87.47.87.87.87.8
7535000813500M8x135FM-753 CRACK A410.54.85.96.87.47.87.87.87.8
7535000816500M8x165FM-753 CRACK A410.54.85.96.87.47.87.87.87.8
7535001009000M10x90FM-753 CRACK A421.57.69.310.711.813.413.413.413.4
7535001010500M10x105FM-753 CRACK A421.57.69.310.711.813.413.413.413.4
7535001011500M10x115FM-753 CRACK A421.57.69.310.711.813.413.413.413.4
7535001013500M10x135FM-753 CRACK A421.57.69.310.711.813.413.413.413.4
7535001015500M10x155FM-753 CRACK A421.57.69.310.711.813.413.413.413.4
7535001018500M10x185FM-753 CRACK A421.57.69.310.711.813.413.413.413.4
7535001211000M12x110FM-753 CRACK A437.410.512.814.816.317.317.317.317.3
7535001212000M12x120FM-753 CRACK A437.410.512.814.816.317.317.317.317.3
7535001214500M12x145FM-753 CRACK A437.410.512.814.816.317.317.317.317.3
7535001217000M12x170FM-753 CRACK A437.410.512.814.816.317.317.317.317.3
7535001220000M12x200FM-753 CRACK A437.410.512.814.816.317.317.317.317.3
7535001613000M16x130FM-753 CRACK A494.918.722.826.42934.934.934.934.9
7535001615000M16x150FM-753 CRACK A494.918.722.826.42934.934.934.934.9
7535001618500M16x185FM-753 CRACK A494.918.722.826.42934.934.934.934.9
7535001622000M16x220FM-753 CRACK A494.918.722.826.42934.934.934.934.9

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.   

Design capacities - single anchor - no edge distances - Uncracked concrete

ReferenceMetallic fixings dimensionsMetallic fixings loads
Dimensions and drill holes[mm]Product ReferenceDesign capacity - Non-cracked concrete (3)[kN]
Dimensions[mm]Bending moment MRd[Nm]Tension - NRd (1)Shear - VRd (1-2)[kN]
C20/25[kN]C30/37[kN]C40/50[kN]C50/60[kN]C20/25[kN]C30/37[kN]C40/50[kN]C50/60[kN]
7535000806800M8x68FM-753 CRACK A4-6.7---10.9---
7535000807500M8x75FM-753 CRACK A4-6.7---10.9---
7535000809000M8x90FM-753 CRACK A4-6.7---10.9---
7535000811500M8x115FM-753 CRACK A4-6.7---10.9---
7535000813500M8x135FM-753 CRACK A4-6.7---10.9---
7535000816500M8x165FM-753 CRACK A4-6.7---10.9---
7535001009000M10x90FM-753 CRACK A4-10.7---18.8---
7535001010500M10x105FM-753 CRACK A4-10.7---18.8---
7535001011500M10x115FM-753 CRACK A4-10.7---18.8---
7535001013500M10x135FM-753 CRACK A4-10.7---18.8---
7535001015500M10x155FM-753 CRACK A4-10.7---18.8---
7535001018500M10x185FM-753 CRACK A4-10.7---18.8---
7535001211000M12x110FM-753 CRACK A4-14.7---24.2---
7535001212000M12x120FM-753 CRACK A4-14.7---24.2---
7535001214500M12x145FM-753 CRACK A4-14.7---24.2---
7535001217000M12x170FM-753 CRACK A4-14.7---24.2---
7535001220000M12x200FM-753 CRACK A4-14.7---24.2---
7535001613000M16x130FM-753 CRACK A4-26.1---48---
7535001615000M16x150FM-753 CRACK A4-26.1---48---
7535001618500M16x185FM-753 CRACK A4-26.1---48---
7535001622000M16x220FM-753 CRACK A4-26.1---48---

1. The design loads loads have been calculated using the partial safety factors for resistances stated in ETA-approval(s). The loading figures are valid for unreinforced concrete and reinforced concrete with a rebar spacing s ≥ 15 cm (any diameter) or with a rebar spacing s ≥ 10 cm, if the rebar diameter is 10mm or smaller.
2. The figures for shear are based on a single anchor without influence of concrete edges. For anchorages close to edges (c ≤ max [10 hef; 60d]) the concrete edge failure shall be checked per ETAG 001, Annex C, design method A.
3. Concrete is considered non-cracked when the tensile stress within the concrete is\sigmaL +\sigmaR ≤ 0. In the absence of detailed verification\sigmaR = 3 N/mm² can be assumed (\sigmaL equals the tensile stress within the concrete induced by external loads, anchors loads included).

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

ReferenceMetallic fixings dimensionsMetallic fixings loads
Dimensions and drill holes[mm]Product ReferenceRecommended loads - Cracked concrete
Dimensions[mm]Bending moment Mᵣₑc[Nm]Tension - NᵣₑcShear - Vᵣₑc
C20/25[kN]C30/37[kN]C40/50[kN]C50/60[kN]C20/25[kN]C30/37[kN]C40/50[kN]C50/60[kN]
7535000806800M8x68FM-753 CRACK A410.53.13.84.44.85.45.45.45.4
7535000807500M8x75FM-753 CRACK A410.53.13.84.44.85.45.45.45.4
7535000809000M8x90FM-753 CRACK A410.53.13.84.44.85.45.45.45.4
7535000811500M8x115FM-753 CRACK A410.53.13.84.44.85.45.45.45.4
7535000813500M8x135FM-753 CRACK A410.53.13.84.44.85.45.45.45.4
7535000816500M8x165FM-753 CRACK A410.53.13.84.44.85.45.45.45.4
7535001009000M10x90FM-753 CRACK A421.54.85.96.87.413.413.413.413.4
7535001010500M10x105FM-753 CRACK A421.54.85.96.87.413.413.413.413.4
7535001011500M10x115FM-753 CRACK A421.54.85.96.87.413.413.413.413.4
7535001013500M10x135FM-753 CRACK A421.54.85.96.87.413.413.413.413.4
7535001015500M10x155FM-753 CRACK A421.54.85.96.87.413.413.413.413.4
7535001018500M10x185FM-753 CRACK A421.54.85.96.87.413.413.413.413.4
7535001211000M12x110FM-753 CRACK A437.46.27.68.79.617.317.317.317.3
7535001212000M12x120FM-753 CRACK A437.46.27.68.79.617.317.317.317.3
7535001214500M12x145FM-753 CRACK A437.46.27.68.79.617.317.317.317.3
7535001217000M12x170FM-753 CRACK A437.46.27.68.79.617.317.317.317.3
7535001220000M12x200FM-753 CRACK A437.46.27.68.79.617.317.317.317.3
7535001613000M16x130FM-753 CRACK A494.912.415.117.519.226.226.226.226.2
7535001615000M16x150FM-753 CRACK A494.912.415.117.519.226.226.226.226.2
7535001618500M16x185FM-753 CRACK A494.912.415.117.519.226.226.226.226.2
7535001622000M16x220FM-753 CRACK A494.912.415.117.519.226.226.226.226.2

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.   

Installation

Installation

Installation data

ReferenceMetallic fixings dimensionsInstallation data
Dimensions and drill holes[mm]Product ReferenceInstallation data Spacing and edge distances
Dimensions[mm]Wrench size[mm]Ø drilling hole[mm]Min. drill depth[mm]Ø drilling fixture[mm]Installation torque[Nm]Embedment depth[mm]Min. support thickness[mm]
7535000806800M8x6813FM-753 CRACK A487092048100
7535000807500M8x7513FM-753 CRACK A487092048100
7535000809000M8x9013FM-753 CRACK A487092048100
7535000811500M8x11513FM-753 CRACK A487092048100
7535000813500M8x13513FM-753 CRACK A487092048100
7535000816500M8x16513FM-753 CRACK A487092048100
7535001009000M10x9017FM-753 CRACK A41080124060120
7535001010500M10x10517FM-753 CRACK A41080124060120
7535001011500M10x11517FM-753 CRACK A41080124060120
7535001013500M10x13517FM-753 CRACK A41080124060120
7535001015500M10x15517FM-753 CRACK A41080124060120
7535001018500M10x18517FM-753 CRACK A41080124060120
7535001211000M12x11019FM-753 CRACK A412100146072150
7535001212000M12x12019FM-753 CRACK A412100146072150
7535001214500M12x14519FM-753 CRACK A412100146072150
7535001217000M12x17019FM-753 CRACK A412100146072150
7535001220000M12x20019FM-753 CRACK A412100146072150
7535001613000M16x13024FM-753 CRACK A4161151812086170
7535001615000M16x15024FM-753 CRACK A4161151812086170
7535001618500M16x18524FM-753 CRACK A4161151812086170
7535001622000M16x22024FM-753 CRACK A4161151812086170

Spacings and edge distances

ReferenceMetallic fixings dimensionsInstallation data
Dimensions and drill holes[mm]Product ReferenceSpacing and edge distances
Dimensions[mm]Min. edge distance[mm]Min. spacing[mm]Characteristic edge distance[mm]Characteristic spacing(5) - Scr,N[mm]
7535000806800M8x68FM-753 CRACK A4505072144
7535000807500M8x75FM-753 CRACK A4505072144
7535000809000M8x90FM-753 CRACK A4505072144
7535000811500M8x115FM-753 CRACK A4505072144
7535000813500M8x135FM-753 CRACK A4505072144
7535000816500M8x165FM-753 CRACK A4505072144
7535001009000M10x90FM-753 CRACK A4505590180
7535001010500M10x105FM-753 CRACK A4505590180
7535001011500M10x115FM-753 CRACK A4505590180
7535001013500M10x135FM-753 CRACK A4505590180
7535001015500M10x155FM-753 CRACK A4505590180
7535001018500M10x185FM-753 CRACK A4505590180
7535001211000M12x110FM-753 CRACK A46060108216
7535001212000M12x120FM-753 CRACK A46060108216
7535001214500M12x145FM-753 CRACK A46060108216
7535001217000M12x170FM-753 CRACK A46060108216
7535001220000M12x200FM-753 CRACK A46060108216
7535001613000M16x130FM-753 CRACK A47070129258
7535001615000M16x150FM-753 CRACK A47070129258
7535001618500M16x185FM-753 CRACK A47070129258
7535001622000M16x220FM-753 CRACK A47070129258

Certification

Declaration of Performance (DoP)

No history available

European Technical Assessment (ETA)

No history available

Buy Online

Contact

Simpson Strong-Tie Poland

Simpson Strong-Tie Etanco P.S.A.

ul. Karczunkowska 42
02-871 Warszawa
Poland