FM 753 evo-LW

Perno de ancoragem opção 7 com anilhas largas

Os pernos de ancoragem FM 753 LW são fixações por expansão sobre elemento de betão. São entregues com anilhas largas pré-montadas, ideais para as ligações de madeira com betão.

Ficha de Dados Técnicos

Detalhes do produto

Imagens

Características

Materia

Aço eletrogalvanizado.

Vantagens

Distâncias ao bordo e entre-eixos mínimas,
Instalação rápida e fácil: porca e anilha pré-montadas e profundidade de ancoragem reduzida;
Ø da rosca = Ø de perfuração,
Rosca protegida durante a instalação: ponto de pressão reforçado.
Marcação na cabeça: identificação das dimensões do perno após a instalação
Anilha larga pré-montada

Aplicação

Applications

Timber sill to concrete
Timber wall plate to concrete

Areas de utilizaçao

Betão não fissurado

Dados técnicos

Dimensões

Dimensions

Referência	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

Referência	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

Referência	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

Referência	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

Referência	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

Instalação

Spacing, Edge Distance and Member Thickness

Referência	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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Detalhes do produto

Imagens

Características

Materia

Vantagens

Aplicação

Applications

Areas de utilizaçao

Dados técnicos

Dimensões

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

Instalação

Instalação

Spacing, Edge Distance and Member Thickness

Certification

Declarações de desempenho (DoP)

Homologações técnicas europeia (ETA)

Referente a Simpson Strong-Tie®

Simpson Strong-Tie França

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