FM 753 evo

Doorsteekanker optie 7

Doorsteekankers FM 753 zijn uitzettingsbevestigingen voor betonnen ondergronden.

CE-Markering
ETA
Gebruiksklasse 2
Elektrolytisch verzinkt staal
Binner
Fix Calc

Product Details

Kenmerken

Materiaal

  • Elektrolytisch verzinkt staal.

Voordelen

  • Kleine rand- en hartafstanden,
  • Snelle en eenvoudige plaatsing: voorgemonteerde moer en sluitring en gereduceerde verankeringsdiepte;
  • Ø van de schroefdraad = Ø van het boorgat,
  • Schroefdraad beschermd tijdens de plaatsing: versterkte inslagpunt.
  • Markering op de kop: identificatie van de afmetingen van het doorsteekanker na de plaatsing

Toepassing

Applications

  • Railings
  • Metal and wood carpentry
  • Facades

Toepassingsgebieden

  • Ongescheurd beton,
  • Harde natuursteen

Technische gegevens

Afmetingen

Dimensions

Referentie Product reference NOBB nr. [NOBB nr.] Type [d x L] ID1) Thread length Fixture thickness [tfix] Hole diameter [do] Minimum hole depth [h1] Embedment depth [hef] Hole diameter in fixing element [df] Min. support thickness [hmin] Torque [Tinst] Wrench [SW] Qty per box Qty per outer box Gewicht [kg]
75340B0604800FM 753 evo60743077M6x48*/**A1836453079081015015000.012
75340B0606500FM 753 evo60743078M6x65B30106554010081010010000.015
75340B0608500FM 753 evo-M6x85C40306554010081010010000.018
75340B0806800FM 753 evo-M8x68B40586545910015131004000.028
75340B0807300FM 753 evo-M8x73C45108654510015131004000.029
75340B0808300FM 753 evo-M8x83D45208654510015131004000.033
75340B0809300FM 753 evo-M8x93E50308654510015131004000.036
75340B0810300FM 753 evo-M8x103F50408654510015131004000.04
75340B0811300FM 753 evo60743079M8x113G60508654510015131004000.042
75340B0813300FM 753 evo-M8x133H85708654510015131004000.048
75340B0816300FM 753 evo-M8x163I100100865451001513502000.058
75340B1007800FM 753 evo-M10x78B405107050121003017502000.055
75340B1008300FM 753 evo60743081M10x83C40101070501003017502000.056
75340B1009300FM 753 evo-M10x93D50201070501003017502000.061
75340B1010300FM 753 evo60743082M10x103E50301070501003017502000.065
75340B1011300FM 753 evo-M10x113F60401070501003017502000.071
75340B1012300FM 753 evo60743083M10x123G60501070501003017502000.076
75340B1014300FM 753 evo-M10x143H70701070501003017502000.085
75340B1017300FM 753 evo-M10x173I801001070501003017251000.1
75340B1021300FM 753 evo-M10x213L1001401070501003017251000.12
75340B1210400FM 753 evo-M12x104B605129065141305019502000.097
75340B1210900FM 753 evo60743085M12x109C60101290651305019502000.1
75340B1211900FM 753 evo-M12x119D70201290651305019502000.11
75340B1212900FM 753 evo60843086M12x129E70301290651305019251000.12
75340B1213900FM 753 evo-M12x139F80401290651305019251000.13
75340B1214900FM 753 evo60743087M12x149G100501290651305019251000.13
75340B1217900FM 753 evo-M12x179H110801290651305019251000.15
75340B1219900FM 753 evo60743088M12x199I1101001290651305019251000.17
75340B1221900FM 753 evo-M12x219L125120129065130501920800.18
75340B1223900FM 753 evo-M12x239M125140129065130501920800.2
75340B1225900FM 753 evo-M12x259N125160129065130501920800.21
75340B1611000FM 753 evo60743089M16x110*/**A5015168959181401002420800.19
75340B1615100FM 753 evo60743090M16x151C803016110801601002420800.24
75340B1617100FM 753 evo60743091M16x171D805016110801601002415600.27
75340B1620100FM 753 evo-M16x201E1008016110801601002415600.31
75340B1622100FM 753 evo60743092M16x221F10010016110801601002415600.34
75340B1626100FM 753 evo-M16x261H11014016110801601002410400.4

Anchors with reduced embedment depths
** Not covered by CE certification

1) Ident. mark, product length

Design capacities - single anchor - no edge distances

Referentie Design capacity - Non-cracked concrete (3) [kN]
Type [d x L] Tension - NRd (1) Shear - VRd (1-2) [kN] Bending moment MRd [Nm]
C20/25 C30/37 C40/50 C50/60 C20/25 C30/37 C40/50 C50/60
75340B0604800M6x48*/**4444.15.15.15.15.17.3
75340B0606500M6x654444.15.15.15.15.17.3
75340B0608500M6x854444.15.15.15.15.17.3
75340B0806800M8x6888.38.58.77.97.97.97.921.5
75340B0807300M8x7388.38.58.77.97.97.97.921.5
75340B0808300M8x8388.38.58.77.97.97.97.921.5
75340B0809300M8x9388.38.58.77.97.97.97.921.5
75340B0810300M8x10388.38.58.77.97.97.97.921.5
75340B0811300M8x11388.38.58.77.97.97.97.921.5
75340B0813300M8x13388.38.58.77.97.97.97.921.5
75340B0816300M8x16388.38.58.77.97.97.97.921.5
75340B1007800M10x7811.614.216.418.311.611.611.611.637.3
75340B1008300M10x8311.614.216.418.311.611.611.611.637.3
75340B1009300M10x9311.614.216.418.311.611.611.611.637.3
75340B1010300M10x10311.614.216.418.311.611.611.611.637.3
75340B1011300M10x11311.614.216.418.311.611.611.611.637.3
75340B1012300M10x12311.614.216.418.311.611.611.611.637.3
75340B1014300M10x14311.614.216.418.311.611.611.611.637.3
75340B1017300M10x17311.614.216.418.311.611.611.611.637.3
75340B1021300M10x21311.614.216.418.311.611.611.611.637.3
75340B1210400M12x10417.220.823.926.720.120.120.120.165.3
75340B1210900M12x10917.220.823.926.720.120.120.120.165.3
75340B1211900M12x11917.220.823.926.720.120.120.120.165.3
75340B1212900M12x12917.220.823.926.720.120.120.120.165.3
75340B1213900M12x13917.220.823.926.720.120.120.120.165.3
75340B1214900M12x14917.220.823.926.720.120.120.120.165.3
75340B1217900M12x17917.220.823.926.720.120.120.120.165.3
75340B1219900M12x19917.220.823.926.720.120.120.120.165.3
75340B1221900M12x21917.220.823.926.720.120.120.120.165.3
75340B1223900M12x23917.220.823.926.720.120.120.120.165.3
75340B1225900M12x25917.220.823.926.720.120.120.120.165.3
75340B1611000M16x110*/**23.52729.832.437.537.537.537.5155.3
75340B1615100M16x15123.52729.832.437.537.537.537.5155.3
75340B1617100M16x17123.52729.832.437.537.537.537.5155.3
75340B1620100M16x20123.52729.832.437.537.537.537.5155.3
75340B1622100M16x22123.52729.832.437.537.537.537.5155.3
75340B1626100M16x26123.52729.832.437.537.537.537.5155.3

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 capacities - single anchor - no edge distances

Referentie Recommended capacity - Non-cracked concrete
Type [d x L] Tension - Nrec (1-2) [kN] Shear - Vrec (1-3) [kN] Bending moment Mrec (1-6) [Nm]
C20/25 C30/37 C40/50 C50/60 C20/25 C30/37 C40/50 C50/60
75340B0604800M6x48*/**2.22.92.92.92.93.63.63.63.6
75340B0606500M6x652.22.92.92.92.93.63.63.63.6
75340B0608500M6x852.22.92.92.92.93.63.63.63.6
75340B0806800M8x682.45.75.96.16.25.65.65.65.6
75340B0807300M8x732.45.75.96.16.25.65.65.65.6
75340B0808300M8x832.45.75.96.16.25.65.65.65.6
75340B0809300M8x932.45.75.96.16.25.65.65.65.6
75340B0810300M8x1032.45.75.96.16.25.65.65.65.6
75340B0811300M8x1132.45.75.96.16.25.65.65.65.6
75340B0813300M8x1332.45.75.96.16.25.65.65.65.6
75340B0816300M8x1632.45.75.96.16.25.65.65.65.6
75340B1007800M10x784.78.310.111.713.18.38.38.38.3
75340B1008300M10x834.78.310.111.713.18.38.38.38.3
75340B1009300M10x934.78.310.111.713.18.38.38.38.3
75340B1010300M10x1034.78.310.111.713.18.38.38.38.3
75340B1011300M10x1134.78.310.111.713.18.38.38.38.3
75340B1012300M10x1234.78.310.111.713.18.38.38.38.3
75340B1014300M10x1434.78.310.111.713.18.38.38.38.3
75340B1017300M10x1734.78.310.111.713.18.38.38.38.3
75340B1021300M10x2134.78.310.111.713.18.38.38.38.3
75340B1210400M12x1047.212.314.917.119.114.414.414.414.4
75340B1210900M12x1097.212.314.917.119.114.414.414.414.4
75340B1211900M12x1197.212.314.917.119.114.414.414.414.4
75340B1212900M12x1297.212.314.917.119.114.414.414.414.4
75340B1213900M12x1397.212.314.917.119.114.414.414.414.4
75340B1214900M12x1497.212.314.917.119.114.414.414.414.4
75340B1217900M12x1797.212.314.917.119.114.414.414.414.4
75340B1219900M12x1997.212.314.917.119.114.414.414.414.4
75340B1221900M12x2197.212.314.917.119.114.414.414.414.4
75340B1223900M12x2397.212.314.917.119.114.414.414.414.4
75340B1225900M12x2597.212.314.917.119.114.414.414.414.4
75340B1611000M16x110*/**9.216.819.321.323.126.826.826.826.8
75340B1615100M16x1519.216.819.321.323.126.826.826.826.8
75340B1617100M16x1719.216.819.321.323.126.826.826.826.8
75340B1620100M16x2019.216.819.321.323.126.826.826.826.8
75340B1622100M16x2219.216.819.321.323.126.826.826.826.8
75340B1626100M16x2619.216.819.321.323.126.826.826.826.8

1. The recommended loads have been calculated using the partial safety factors for resistances stated in ETA-approval(s) and with a partial safety factor for actions of γF=1.4. 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 10 mm 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).

Design capacities - single anchor - no edge distances - reduced embedment depth

Referentie Type [d x L] Reduced embedment depth [hef,r] Characteristic spacing for hef,r(5) [Scr,red] [mm] Characteristic edge distance for hef,r [Ccr,red] [mm] Min. spacing for hef,r [Smin,red] [mm] Min. edge distance for hef,r [Cmin,red] Design loads - Tension & Shear - NRd [kN]
75340B0604800M6x48*/**30904530405.2
75340B0606500M6x6530904530405.2
75340B0608500M6x8530904530405.2
75340B0806800M8x68309045404013.4
75340B0807300M8x73309045404013.4
75340B0808300M8x83309045404013.4
75340B0809300M8x93309045404013.4
75340B0810300M8x103309045404013.4
75340B0811300M8x113309045404013.4
75340B0813300M8x133309045404013.4
75340B0816300M8x163309045404013.4
75340B1007800M10x783510555505026.6
75340B1008300M10x833510555505026.6
75340B1009300M10x933510555505026.6
75340B1010300M10x1033510555505026.6
75340B1011300M10x1133510555505026.6
75340B1012300M10x1233510555505026.6
75340B1014300M10x1433510555505026.6
75340B1017300M10x1733510555505026.6
75340B1021300M10x2133510555505026.6
75340B1210400M12x1045015075707046.6
75340B1210900M12x1095015075707046.6
75340B1211900M12x1195015075707046.6
75340B1212900M12x1295015075707046.6
75340B1213900M12x1395015075707046.6
75340B1214900M12x1495015075707046.6
75340B1217900M12x1795015075707046.6
75340B1219900M12x1995015075707046.6
75340B1221900M12x2195015075707046.6
75340B1223900M12x2395015075707046.6
75340B1225900M12x2595015075707046.6
75340B1611000M16x110*/**59180909090110.9
75340B1615100M16x15159180909090110.9
75340B1617100M16x17159180909090110.9
75340B1620100M16x20159180909090110.9
75340B1622100M16x22159180909090110.9
75340B1626100M16x26159180909090110.9

Shear value valid with distance from the edge c>10 x hef,r

Recommended capacities - single anchor - no edge distances - reduced embedment depth

Referentie Type [d x L] Reduced embedment depth [hef,r] Characteristic spacing for hef,r(5) [Scr,red] [mm] Characteristic edge distance for hef,r [Ccr,red] [mm] Min. spacing for hef,r [Smin,red] [mm] Min. edge distance for hef,r [Cmin,red] Recommended loads - Tension & Shear - N rec [kN]
75340B0604800M6x48*/**30904530401.6
75340B0606500M6x6530904530401.6
75340B0608500M6x8530904530401.6
75340B0806800M8x6830904540401.7
75340B0807300M8x7330904540401.7
75340B0808300M8x8330904540401.7
75340B0809300M8x9330904540401.7
75340B0810300M8x10330904540401.7
75340B0811300M8x11330904540401.7
75340B0813300M8x13330904540401.7
75340B0816300M8x16330904540401.7
75340B1007800M10x78351055550503.4
75340B1008300M10x83351055550503.4
75340B1009300M10x93351055550503.4
75340B1010300M10x103351055550503.4
75340B1011300M10x113351055550503.4
75340B1012300M10x123351055550503.4
75340B1014300M10x143351055550503.4
75340B1017300M10x173351055550503.4
75340B1021300M10x213351055550503.4
75340B1210400M12x104501507570705.2
75340B1210900M12x109501507570705.2
75340B1211900M12x119501507570705.2
75340B1212900M12x129501507570705.2
75340B1213900M12x139501507570705.2
75340B1214900M12x149501507570705.2
75340B1217900M12x179501507570705.2
75340B1219900M12x199501507570705.2
75340B1221900M12x219501507570705.2
75340B1223900M12x239501507570705.2
75340B1225900M12x259501507570705.2
75340B1611000M16x110*/**591809090906.5
75340B1615100M16x151591809090906.5
75340B1617100M16x171591809090906.5
75340B1620100M16x201591809090906.5
75340B1622100M16x221591809090906.5
75340B1626100M16x261591809090906.5

The recommended loads N,V and F derive from the mean ultimate loads and are inclusive of the total safety factor γ=4 (shear γ=3).

Shear value valid with distance from the edge c>10 x hef,r

Installatie

Installatie

Spacing, Edge Distance and Member Thickness

Referentie Type [d x L] Hole diameter [do] Minimum hole depth [h1] Hole diameter in fixing element [df] Wrench [SW] Torque [Tinst] Embedment depth [hef] Min. support thickness [hmin] Characteristic spacing(5) [Scr,N] [mm] Characteristic edge distance [ccr,N] [mm] Min. spacing [Smin] [mm] Min. edge distance [Cmin] [mm]
75340B0604800M6x48*/**64571083090120603040
75340B0606500M6x65655710840100120603040
75340B0608500M6x85655710840100120603040
75340B0806800M8x688659131545100135684040
75340B0807300M8x738659131545100135684040
75340B0808300M8x838659131545100135684040
75340B0809300M8x938659131545100135684040
75340B0810300M8x1038659131545100135684040
75340B0811300M8x1138659131545100135684040
75340B0813300M8x1338659131545100135684040
75340B0816300M8x1638659131545100135684040
75340B1007800M10x78107012173050100150755050
75340B1008300M10x83107012173050100150755050
75340B1009300M10x93107012173050100150755050
75340B1010300M10x103107012173050100150755050
75340B1011300M10x113107012173050100150755050
75340B1012300M10x123107012173050100150755050
75340B1014300M10x143107012173050100150755050
75340B1017300M10x173107012173050100150755050
75340B1021300M10x213107012173050100150755050
75340B1210400M12x104129014195065130195987070
75340B1210900M12x109129014195065130195987070
75340B1211900M12x119129014195065130195987070
75340B1212900M12x129129014195065130195987070
75340B1213900M12x139129014195065130195987070
75340B1214900M12x149129014195065130195987070
75340B1217900M12x179129014195065130195987070
75340B1219900M12x199129014195065130195987070
75340B1221900M12x219129014195065130195987070
75340B1223900M12x239129014195065130195987070
75340B1225900M12x259129014195065130195987070
75340B1611000M16x110*/**16891824100591402401209090
75340B1615100M16x151161101824100801602401209090
75340B1617100M16x171161101824100801602401209090
75340B1620100M16x201161101824100801602401209090
75340B1622100M16x221161101824100801602401209090
75340B1626100M16x261161101824100801602401209090

Certificering

Prestatieverklaring: DoP

Europese technische goedkeuring: ETA

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Contact

Simpson Strong-Tie Frankrijk

Simpson Strong-Tie

ZAC des Quatre Chemins
85400 Sainte-Gemme-la-Plaine
Frankrijk