FM 753 evo-LW

Doorsteekanker optie 7 met brede sluitringen

Doorsteekankers FM 753 LW zijn uitzettingsbevestigingen voor betonnen ondergronden. Ze worden geleverd met voorgemonteerde brede sluitringen, ideaal voor verbindingen van hout op beton.

Technisch gegevensblad

Product Details

Afbeeldingen

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
Voorgemonteerde brede sluitring

Toepassing

Applications

Timber sill to concrete
Timber wall plate to concrete

Toepassingsgebieden

Ongescheurd beton

Technische gegevens

Afmetingen

Dimensions

Referentie	Type size [d x L] [mm]	ID¹⁾	Fixture thickness [t_fix] [mm]	Hole diameter [d_o] [mm]	Min. hole depth [h₁] [mm]	Min. depth of anchorage [h_ef] [mm]	Nominal embedment depth [h_nom] [mm]	Hole diameter of fixing element [d_f] [mm]	Min. support thickness [h_min]	Torque [t_inst] [Nm]	Wrench [SW] [SW]	Qty per box
75345B1012300	M10x123	G	50	10	70	50	60	12	100	30	17	25
75345B1017300	M10x173	I	100	10	70	50	60	12	100	30	17	25
75345B1214900	M12x149	G	50	12	90	65	78	14	130	50	19	25
75345B1219900	M12x199	I	100	12	90	65	78	14	130	50	19	25

* Short series with reduced embedment depth

** 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 size [d x L] [mm]	Tension - NRd ⁽¹⁾				Shear - VRd ^(1-2) [kN]				Bending moment MRd [Nm]
	Type size [d x L] [mm]	C20/25	C30/37	C40/50	C50/60	C20/25	C30/37	C40/50	C50/60	Bending moment MRd [Nm]
75345B1012300	M10x123	11.6	14.2	16.4	18.3	11.6	11.6	11.6	11.6	37.3
75345B1017300	M10x173	11.6	14.2	16.4	18.3	11.6	11.6	11.6	11.6	37.3
75345B1214900	M12x149	17.2	20.8	23.9	26.7	20.1	20.1	20.1	20.1	65.3
75345B1219900	M12x199	17.2	20.8	23.9	26.7	20.1	20.1	20.1	20.1	65.3

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 size [d x L] [mm]	Tension - Nrec ^(1-2) [kN]				Shear - Vrec ^(1-3) [kN]				Bending moment Mrec ^(1-6) [Nm]
	Type size [d x L] [mm]	C20/25	C30/37	C40/50	C50/60	C20/25	C30/37	C40/50	C50/60	Bending moment Mrec ^(1-6) [Nm]
75345B1012300	M10x123	8.3	10.1	11.7	13.1	8.3	8.3	8.3	8.3	26.6
75345B1017300	M10x173	8.3	10.1	11.7	13.1	8.3	8.3	8.3	8.3	26.6
75345B1214900	M12x149	12.3	14.9	17.1	19.1	14.4	14.4	14.4	14.4	46.6
75345B1219900	M12x199	12.3	14.9	17.1	19.1	14.4	14.4	14.4	14.4	46.6

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 size [d x L] [mm]	Reduced embedment depth [h_ef,r]	Characteristic spacing for h_ef,r⁽⁵⁾ [S_cr,red] [mm]	Characteristic edge distance for h_ef,r [C_cr,red] [mm]	Min. spacing for h_ef,r [S_min,red] [mm]	Min. edge distance for h_ef,r [C_min,red]	Design loads - Tension & Shear - N_Rd [kN]
75345B1012300	M10x123	35	105	55	50	50	4.7
75345B1017300	M10x173	35	105	55	50	50	4.7
75345B1214900	M12x149	50	150	75	70	70	7.2
75345B1219900	M12x199	50	150	75	70	70	7.2

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

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

Referentie	Type size [d x L] [mm]	Reduced embedment depth [h_ef,r]	Characteristic spacing for h_ef,r⁽⁵⁾ [S_cr,red] [mm]	Characteristic edge distance for h_ef,r [C_cr,red] [mm]	Min. spacing for h_ef,r [S_min,red] [mm]	Min. edge distance for h_ef,r [C_min,red]	Recommended loads - Tension & Shear - N_rec [kN]
75345B1012300	M10x123	35	105	55	50	50	3.4
75345B1017300	M10x173	35	105	55	50	50	3.4
75345B1214900	M12x149	50	150	75	70	70	5.2
75345B1219900	M12x199	50	150	75	70	70	5.2

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

Spacing, Edge Distance and Member Thickness

Referentie	Type size [d x L] [mm]	Hole diameter [d_o] [mm]	Min. hole depth [h₁] [mm]	Hole diameter of fixing element [d_f] [mm]	Wrench [SW] [SW]	Torque [t_inst] [Nm]	Embedment depth [h_ef]	Min. support thickness [h_min]	Characteristic spacing⁽⁵⁾ [scr,N] [mm]	Characteristic edge distance [ccr,N] [mm]	Min. spacing [smin] [mm]	Min. edge distance [cmin] [mm]
75345B1012300	M10x123	10	70	12	17	30	50	100	150	75	50	50
75345B1017300	M10x173	10	70	12	17	30	50	100	150	75	50	50
75345B1214900	M12x149	12	90	14	19	50	65	130	195	98	70	70
75345B1219900	M12x199	12	90	14	19	50	65	130	195	98	70	70

Selecteer een van onze websites

Verbindingen hout

Nagels en schroeven

Verankeringen

Quik Drive®

Product Details

Afbeeldingen

Kenmerken

Materiaal

Voordelen

Toepassing

Applications

Toepassingsgebieden

Technische gegevens

Afmetingen

Dimensions

Design capacities - single anchor - no edge distances

Recommended capacities - single anchor - no edge distances

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

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

Installatie

Installatie

Spacing, Edge Distance and Member Thickness

Certificering

Prestatieverklaring: DoP

Europese technische goedkeuring: ETA

Over Simpson Strong-Tie®

Simpson Strong-Tie Frankrijk

Telefoon

Fax

E-Mail

Website

Copyright (nl-NL)