FM 753 evo-LW

Pasador de anclaje opción 7 con arandelas anchas

Los pasadores de anclaje FM 753 LW son fijaciones por expansión sobre soporte de hormigón; estos pasadores se suministran con arandelas anchas premontadas, ideales para uniones de madera sobre hormigón.

Ficha técnica

Marcado CE

DITE

Fix Calc

Detalles de producto

Imagenes

Características

Materia

Acero electrocincado.

Ventajas

Distancia al borde y entre centros mínima
Instalación rápida y sencilla: tuerca y arandela premontadas y profundidad de anclaje reducida;
Ø de rosca = Ø de perforación
Protección de la rosca durante el montaje: punto de impacto reforzado
Marcado en la cabeza: identificación de las dimensiones del pasador tras la instalación
Arandela ancha premontada

Aplicaciones

Applications

Timber sill to concrete
Timber wall plate to concrete

Campos de aplicación

Hormigón no fisurado

Datos técnicos

Dimensiones

Dimensions

Modelo	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	Qty per outer box
75345B1012300	M10x123	G	50	10	70	50	60	12	100	30	17	25	100
75345B1017300	M10x173	I	100	10	70	50	60	12	100	30	17	25	100
75345B1214900	M12x149	G	50	12	90	65	78	14	130	50	19	25	50
75345B1219900	M12x199	I	100	12	90	65	78	14	130	50	19	25	50

Design capacities - single anchor - no edge distances

Modelo	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

Modelo	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

Modelo	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

Modelo	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

Instalación

Montaje

Spacing, Edge Distance and Member Thickness

Modelo	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

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Conexiones para ensambladuras de madera

Puntas y tornillos

Anclajes

Quik Drive®

Detalles de producto

Imagenes

Características

Materia

Ventajas

Aplicaciones

Applications

Campos de aplicación

Datos técnicos

Dimensiones

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

Instalación

Montaje

Spacing, Edge Distance and Member Thickness

Certificación

Declaración de prestaciones (DoP)

Idoneidad Técnica Europeo (ETA)

Sobre Simpson Strong-Tie®

Simpson Strong-Tie Francia

Teléfono

Fax

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