FM 753 evo

Gennemstiksanker

Det nye FM 753 evo anker er et heavy duty ekspansionsanker til medium-høje laster, i str. M6-M20 til fastgørelse i urevnet beton C20/20 – C50/60.

CE mærket
Aftalegrundlag
Anvendelsesklasse 2
Elgalvaniseret stål
Indoor
Fix Calc

Produktinformationer

Egenskaber

Materiale

  • Koldformet kulstofstålhus med speciel geometrisk klips

Fordele

  • Optimeret geometri for høj Styrke 
  • Clips med modhager for høj styrke og sikkerhed 
  • Højstyrkestål for top ydelse 
  • Overfladebehandlet for optimal funktion af clip/kegle 
  • Bredt udvalg af certificerede ankre

Applikationer

Anvendelsesområder

Gelændere
Metal- og træarbejde
Fasader

Egnet til:

  • Urevnet beton
  • Sten

Teknisk data

Dimensioner

Dimensions

Art. nr. Product reference Type [d x L] ID1) Thread length Fastgørelsesdybde [tfix] Hole diameter [do] Minimum huldybde [h1] Indlejringsdybde [hef] Huldiameter i befæstelseselement [df] Min. understøttelsestykkelse [hmin] Drejemoment [Tinst] Skruenøgle [SW] Qty per box Antal pr. ydre kasse Vægt [kg]
75340B0604800FM 753 evoM6x48*/**A1836453079081015015000.012
75340B0606500FM 753 evoM6x65B30106554010081010010000.015
75340B0811300FM 753 evoM8x113G605086545910015131004000.042
75340B1006300FM 753 evoM10x63*/**A25510553512903017502000.047
75340B1008300FM 753 evoM10x83C40101070501003017502000.056
75340B1010300FM 753 evoM10x103E50301070501003017502000.065
75340B1012300FM 753 evoM10x123G60501070501003017502000.076
75340B1208500FM 753 evoM12x85*/**A405127550141205019502000.084
75340B1210900FM 753 evoM12x109C60101290651305019502000.1
75340B1212900FM 753 evoM12x129E70301290651305019251000.12
75340B1214900FM 753 evoM12x149G100501290651305019251000.13
75340B1219900FM 753 evoM12x199I1101001290651305019251000.17
75340B1611000FM 753 evoM16x110*/**A5015168959181401002420800.19
75340B1615100FM 753 evoM16x151C803016110801601002420800.24
75340B1617100FM 753 evoM16x171D805016110801601002415600.27
75340B1622100FM 753 evoM16x221F10010016110801601002415600.34

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

1) Ident. mark, product length

Designkapaciteter - enkelt forankring - ingen kantafstande

Art. nr. Designkapacitet - Ikke-revnet beton (3) [kN]
Type [d x L] Spænding - NRd (1) Skæring - VRd (1-2) [kN] Bøjningsmoment 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
75340B0811300M8x11388.38.58.77.97.97.97.921.5
75340B1006300M10x63*/**11.614.216.418.311.611.611.611.637.3
75340B1008300M10x8311.614.216.418.311.611.611.611.637.3
75340B1010300M10x10311.614.216.418.311.611.611.611.637.3
75340B1012300M10x12311.614.216.418.311.611.611.611.637.3
75340B1208500M12x85*/**17.220.823.926.720.120.120.120.165.3
75340B1210900M12x10917.220.823.926.720.120.120.120.165.3
75340B1212900M12x12917.220.823.926.720.120.120.120.165.3
75340B1214900M12x14917.220.823.926.720.120.120.120.165.3
75340B1219900M12x19917.220.823.926.720.120.120.120.165.3
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
75340B1622100M16x22123.52729.832.437.537.537.537.5155.3

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).

Anbefalede kapaciteter - enkeltanker - ingen kantafstande

Art. nr. Anbefalet kapacitet - Ikke-revnet beton
Type [d x L] Spænding - Nrec (1-2) [kN] Skæring - Vrec (1-3) [kN] Bøjningsmoment 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
75340B0811300M8x1132.45.75.96.16.25.65.65.65.6
75340B1006300M10x63*/**4.78.310.111.713.18.38.38.38.3
75340B1008300M10x834.78.310.111.713.18.38.38.38.3
75340B1010300M10x1034.78.310.111.713.18.38.38.38.3
75340B1012300M10x1234.78.310.111.713.18.38.38.38.3
75340B1208500M12x85*/**7.212.314.917.119.114.414.414.414.4
75340B1210900M12x1097.212.314.917.119.114.414.414.414.4
75340B1212900M12x1297.212.314.917.119.114.414.414.414.4
75340B1214900M12x1497.212.314.917.119.114.414.414.414.4
75340B1219900M12x1997.212.314.917.119.114.414.414.414.4
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
75340B1622100M16x2219.216.819.321.323.126.826.826.826.8

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).

Designkapaciteter – enkeltanker – ingen kantafstande – reduceret indstøbningsdybde

Art. nr. Type [d x L] Reduceret indstøbningsdybde [hef,r] Karakteristisk afstand for hef,r(5) [Scr,red] [mm] Karakteristisk kantafstand for hef,r [Ccr,red] [mm] Min. afstand for hef,r [Smin,red] [mm] Min. kantafstand for hef,r [Cmin,red] Designbelastninger - Træk & Skæring - NRd [kN]
75340B0604800M6x48*/**30904530405.2
75340B0606500M6x6530904530405.2
75340B0811300M8x113309045404013.4
75340B1006300M10x63*/**3510555505026.6
75340B1008300M10x833510555505026.6
75340B1010300M10x1033510555505026.6
75340B1012300M10x1233510555505026.6
75340B1208500M12x85*/**5015075707046.6
75340B1210900M12x1095015075707046.6
75340B1212900M12x1295015075707046.6
75340B1214900M12x1495015075707046.6
75340B1219900M12x1995015075707046.6
75340B1611000M16x110*/**59180909090110.9
75340B1615100M16x15159180909090110.9
75340B1617100M16x17159180909090110.9
75340B1622100M16x22159180909090110.9

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

Anbefalede kapaciteter - enkeltanker - ingen kantafstande - reduceret indstøgningsdybde

Art. nr. Type [d x L] Reduceret indstøbningsdybde [hef,r] Karakteristisk afstand for hef,r(5) [Scr,red] [mm] Karakteristisk kantafstand for hef,r [Ccr,red] [mm] Min. afstand for hef,r [Smin,red] [mm] Min. kantafstand for hef,r [Cmin,red] Anbefalede belastninger - Træk og forskydning - N rec [kN]
75340B0604800M6x48*/**30904530401.6
75340B0606500M6x6530904530401.6
75340B0811300M8x11330904540401.7
75340B1006300M10x63*/**351055550503.4
75340B1008300M10x83351055550503.4
75340B1010300M10x103351055550503.4
75340B1012300M10x123351055550503.4
75340B1208500M12x85*/**501507570705.2
75340B1210900M12x109501507570705.2
75340B1212900M12x129501507570705.2
75340B1214900M12x149501507570705.2
75340B1219900M12x199501507570705.2
75340B1611000M16x110*/**591809090906.5
75340B1615100M16x151591809090906.5
75340B1617100M16x171591809090906.5
75340B1622100M16x221591809090906.5

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

Produktdimension - Gør-det-selv

Table "Produktdimension - Gør-det-selv" cannot be displayed : no references available.

Installation

Installation

Spacing, Edge Distance and Member Thickness

Art. nr. Type [d x L] Hole diameter [do] Minimum huldybde [h1] Huldiameter i befæstelseselement [df] Skruenøgle [SW] Drejemoment [Tinst] Indlejringsdybde [hef] Min. understøttelsestykkelse [hmin] Karakteristisk afstand(5) [Scr,N] [mm] Characteristic edge distance [ccr,N] [mm] Min. spacing [Smin] [mm] Min. edge distance [Cmin] [mm]
75340B0604800M6x48*/**64571083090120603040
75340B0606500M6x65655710840100120603040
75340B0811300M8x1138659131545100135684040
75340B1006300M10x63*/**10551217303590150755050
75340B1008300M10x83107012173050100150755050
75340B1010300M10x103107012173050100150755050
75340B1012300M10x123107012173050100150755050
75340B1208500M12x85*/**127514195050120195987070
75340B1210900M12x109129014195065130195987070
75340B1212900M12x129129014195065130195987070
75340B1214900M12x149129014195065130195987070
75340B1219900M12x199129014195065130195987070
75340B1611000M16x110*/**16891824100591402401209090
75340B1615100M16x151161101824100801602401209090
75340B1617100M16x171161101824100801602401209090
75340B1622100M16x221161101824100801602401209090

Certificeringer

ETA godkendelse (European Technical Assessment)

ZIP-pakker

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Simpson Strong-Tie A/S

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