FM 753 evo

Perno de ancoragem opção 7

Os pernos de ancoragem FM 753 são fixações por expansão sobre elemento de betão.

Ficha de Dados Técnicos

Marcação CE

ATE

Classe de serviço 2

Aço eletrozincado

Interior

Detalhes do produto

Imagens

Características

Matéria

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

Aplicação

Applications

Railings
Metal and wood carpentry
Facades

Areas de utilizaçao

Betão não fissurado,
Pedra natural densa

Dados técnicos

Dimensões

Dimensions

Referência	Type [d x L]	ID¹⁾	Fixture thickness [t_fix]	Hole diameter [d_o]	Minimum hole depth [h₁]	Embedment depth [h_ef]	Hole diameter in fixing element [d_f]	Min. support thickness [h_min]	Torque [T_inst]	Wrench [SW]	Qty per box	Qty per outer box
75340B0604800	M6x48/*	A	3	6	45	30	7	90	8	10	150	1500
75340B0606500	M6x65	B	10	6	55	40		100	8	10	100	1000
75340B0608500	M6x85	C	30	6	55	40		100	8	10	100	1000
75340B0806800	M8x68	B	5	8	65	45	9	100	15	13	100	400
75340B0807300	M8x73	C	10	8	65	45		100	15	13	100	400
75340B0808300	M8x83	D	20	8	65	45		100	15	13	100	400
75340B0809300	M8x93	E	30	8	65	45		100	15	13	100	400
75340B0810300	M8x103	F	40	8	65	45		100	15	13	100	400
75340B0811300	M8x113	G	50	8	65	45		100	15	13	100	400
75340B0813300	M8x133	H	70	8	65	45		100	15	13	100	400
75340B0816300	M8x163	I	100	8	65	45		100	15	13	50	200
75340B1007800	M10x78	B	5	10	70	50	12	100	30	17	50	200
75340B1008300	M10x83	C	10	10	70	50		100	30	17	50	200
75340B1009300	M10x93	D	20	10	70	50		100	30	17	50	200
75340B1010300	M10x103	E	30	10	70	50		100	30	17	50	200
75340B1011300	M10x113	F	40	10	70	50		100	30	17	50	200
75340B1012300	M10x123	G	50	10	70	50		100	30	17	50	200
75340B1014300	M10x143	H	70	10	70	50		100	30	17	50	200
75340B1017300	M10x173	I	100	10	70	50		100	30	17	25	100
75340B1021300	M10x213	L	140	10	70	50		100	30	17	25	100
75340B1210400	M12x104	B	5	12	90	65	14	130	50	19	50	200
75340B1210900	M12x109	C	10	12	90	65		130	50	19	50	200
75340B1211900	M12x119	D	20	12	90	65		130	50	19	50	200
75340B1212900	M12x129	E	30	12	90	65		130	50	19	25	100
75340B1213900	M12x139	F	40	12	90	65		130	50	19	25	100
75340B1214900	M12x149	G	50	12	90	65		130	50	19	25	100
75340B1217900	M12x179	H	80	12	90	65		130	50	19	25	100
75340B1219900	M12x199	I	100	12	90	65		130	50	19	25	100
75340B1221900	M12x219	L	120	12	90	65		130	50	19	20	80
75340B1223900	M12x239	M	140	12	90	65		130	50	19	20	80
75340B1225900	M12x259	N	160	12	90	65		130	50	19	20	80
75340B1611000	M16x110/*	A	15	16	89	59	18	140	100	24	20	80
75340B1615100	M16x151	C	30	16	110	80		160	100	24	20	80
75340B1617100	M16x171	D	50	16	110	80		160	100	24	15	60
75340B1620100	M16x201	E	80	16	110	80		160	100	24	15	60
75340B1622100	M16x221	F	100	16	110	80		160	100	24	15	60
75340B1626100	M16x261	H	140	16	110	80		160	100	24	10	40

^*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 [d x L]	Tension - NRd ⁽¹⁾				Shear - VRd ^(1-2) [kN]				Bending moment MRd [Nm]
	Type [d x L]	C20/25	C30/37	C40/50	C50/60	C20/25	C30/37	C40/50	C50/60	Bending moment MRd [Nm]
75340B0604800	M6x48/*	4	4	4	4.1	5.1	5.1	5.1	5.1	7.3
75340B0606500	M6x65	4	4	4	4.1	5.1	5.1	5.1	5.1	7.3
75340B0608500	M6x85	4	4	4	4.1	5.1	5.1	5.1	5.1	7.3
75340B0806800	M8x68	8	8.3	8.5	8.7	7.9	7.9	7.9	7.9	21.5
75340B0807300	M8x73	8	8.3	8.5	8.7	7.9	7.9	7.9	7.9	21.5
75340B0808300	M8x83	8	8.3	8.5	8.7	7.9	7.9	7.9	7.9	21.5
75340B0809300	M8x93	8	8.3	8.5	8.7	7.9	7.9	7.9	7.9	21.5
75340B0810300	M8x103	8	8.3	8.5	8.7	7.9	7.9	7.9	7.9	21.5
75340B0811300	M8x113	8	8.3	8.5	8.7	7.9	7.9	7.9	7.9	21.5
75340B0813300	M8x133	8	8.3	8.5	8.7	7.9	7.9	7.9	7.9	21.5
75340B0816300	M8x163	8	8.3	8.5	8.7	7.9	7.9	7.9	7.9	21.5
75340B1007800	M10x78	11.6	14.2	16.4	18.3	11.6	11.6	11.6	11.6	37.3
75340B1008300	M10x83	11.6	14.2	16.4	18.3	11.6	11.6	11.6	11.6	37.3
75340B1009300	M10x93	11.6	14.2	16.4	18.3	11.6	11.6	11.6	11.6	37.3
75340B1010300	M10x103	11.6	14.2	16.4	18.3	11.6	11.6	11.6	11.6	37.3
75340B1011300	M10x113	11.6	14.2	16.4	18.3	11.6	11.6	11.6	11.6	37.3
75340B1012300	M10x123	11.6	14.2	16.4	18.3	11.6	11.6	11.6	11.6	37.3
75340B1014300	M10x143	11.6	14.2	16.4	18.3	11.6	11.6	11.6	11.6	37.3
75340B1017300	M10x173	11.6	14.2	16.4	18.3	11.6	11.6	11.6	11.6	37.3
75340B1021300	M10x213	11.6	14.2	16.4	18.3	11.6	11.6	11.6	11.6	37.3
75340B1210400	M12x104	17.2	20.8	23.9	26.7	20.1	20.1	20.1	20.1	65.3
75340B1210900	M12x109	17.2	20.8	23.9	26.7	20.1	20.1	20.1	20.1	65.3
75340B1211900	M12x119	17.2	20.8	23.9	26.7	20.1	20.1	20.1	20.1	65.3
75340B1212900	M12x129	17.2	20.8	23.9	26.7	20.1	20.1	20.1	20.1	65.3
75340B1213900	M12x139	17.2	20.8	23.9	26.7	20.1	20.1	20.1	20.1	65.3
75340B1214900	M12x149	17.2	20.8	23.9	26.7	20.1	20.1	20.1	20.1	65.3
75340B1217900	M12x179	17.2	20.8	23.9	26.7	20.1	20.1	20.1	20.1	65.3
75340B1219900	M12x199	17.2	20.8	23.9	26.7	20.1	20.1	20.1	20.1	65.3
75340B1221900	M12x219	17.2	20.8	23.9	26.7	20.1	20.1	20.1	20.1	65.3
75340B1223900	M12x239	17.2	20.8	23.9	26.7	20.1	20.1	20.1	20.1	65.3
75340B1225900	M12x259	17.2	20.8	23.9	26.7	20.1	20.1	20.1	20.1	65.3
75340B1611000	M16x110/*	23.5	27	29.8	32.4	37.5	37.5	37.5	37.5	155.3
75340B1615100	M16x151	23.5	27	29.8	32.4	37.5	37.5	37.5	37.5	155.3
75340B1617100	M16x171	23.5	27	29.8	32.4	37.5	37.5	37.5	37.5	155.3
75340B1620100	M16x201	23.5	27	29.8	32.4	37.5	37.5	37.5	37.5	155.3
75340B1622100	M16x221	23.5	27	29.8	32.4	37.5	37.5	37.5	37.5	155.3
75340B1626100	M16x261	23.5	27	29.8	32.4	37.5	37.5	37.5	37.5	155.3

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 [d x L]	Tension - Nrec ^(1-2) [kN]				Shear - Vrec ^(1-3) [kN]				Bending moment Mrec ^(1-6) [Nm]
	Type [d x L]	C20/25	C30/37	C40/50	C50/60	C20/25	C30/37	C40/50	C50/60	Bending moment Mrec ^(1-6) [Nm]
75340B0604800	M6x48/*	2.9	2.9	2.9	2.9	3.6	3.6	3.6	3.6	5.2
75340B0606500	M6x65	2.9	2.9	2.9	2.9	3.6	3.6	3.6	3.6	5.2
75340B0608500	M6x85	2.9	2.9	2.9	2.9	3.6	3.6	3.6	3.6	5.2
75340B0806800	M8x68	5.7	5.9	6.1	6.2	5.6	5.6	5.6	5.6	13.4
75340B0807300	M8x73	5.7	5.9	6.1	6.2	5.6	5.6	5.6	5.6	13.4
75340B0808300	M8x83	5.7	5.9	6.1	6.2	5.6	5.6	5.6	5.6	13.4
75340B0809300	M8x93	5.7	5.9	6.1	6.2	5.6	5.6	5.6	5.6	13.4
75340B0810300	M8x103	5.7	5.9	6.1	6.2	5.6	5.6	5.6	5.6	13.4
75340B0811300	M8x113	5.7	5.9	6.1	6.2	5.6	5.6	5.6	5.6	13.4
75340B0813300	M8x133	5.7	5.9	6.1	6.2	5.6	5.6	5.6	5.6	13.4
75340B0816300	M8x163	5.7	5.9	6.1	6.2	5.6	5.6	5.6	5.6	13.4
75340B1007800	M10x78	8.3	10.1	11.7	13.1	8.3	8.3	8.3	8.3	26.6
75340B1008300	M10x83	8.3	10.1	11.7	13.1	8.3	8.3	8.3	8.3	26.6
75340B1009300	M10x93	8.3	10.1	11.7	13.1	8.3	8.3	8.3	8.3	26.6
75340B1010300	M10x103	8.3	10.1	11.7	13.1	8.3	8.3	8.3	8.3	26.6
75340B1011300	M10x113	8.3	10.1	11.7	13.1	8.3	8.3	8.3	8.3	26.6
75340B1012300	M10x123	8.3	10.1	11.7	13.1	8.3	8.3	8.3	8.3	26.6
75340B1014300	M10x143	8.3	10.1	11.7	13.1	8.3	8.3	8.3	8.3	26.6
75340B1017300	M10x173	8.3	10.1	11.7	13.1	8.3	8.3	8.3	8.3	26.6
75340B1021300	M10x213	8.3	10.1	11.7	13.1	8.3	8.3	8.3	8.3	26.6
75340B1210400	M12x104	12.3	14.9	17.1	19.1	14.4	14.4	14.4	14.4	46.6
75340B1210900	M12x109	12.3	14.9	17.1	19.1	14.4	14.4	14.4	14.4	46.6
75340B1211900	M12x119	12.3	14.9	17.1	19.1	14.4	14.4	14.4	14.4	46.6
75340B1212900	M12x129	12.3	14.9	17.1	19.1	14.4	14.4	14.4	14.4	46.6
75340B1213900	M12x139	12.3	14.9	17.1	19.1	14.4	14.4	14.4	14.4	46.6
75340B1214900	M12x149	12.3	14.9	17.1	19.1	14.4	14.4	14.4	14.4	46.6
75340B1217900	M12x179	12.3	14.9	17.1	19.1	14.4	14.4	14.4	14.4	46.6
75340B1219900	M12x199	12.3	14.9	17.1	19.1	14.4	14.4	14.4	14.4	46.6
75340B1221900	M12x219	12.3	14.9	17.1	19.1	14.4	14.4	14.4	14.4	46.6
75340B1223900	M12x239	12.3	14.9	17.1	19.1	14.4	14.4	14.4	14.4	46.6
75340B1225900	M12x259	12.3	14.9	17.1	19.1	14.4	14.4	14.4	14.4	46.6
75340B1611000	M16x110/*	16.8	19.3	21.3	23.1	26.8	26.8	26.8	26.8	110.9
75340B1615100	M16x151	16.8	19.3	21.3	23.1	26.8	26.8	26.8	26.8	110.9
75340B1617100	M16x171	16.8	19.3	21.3	23.1	26.8	26.8	26.8	26.8	110.9
75340B1620100	M16x201	16.8	19.3	21.3	23.1	26.8	26.8	26.8	26.8	110.9
75340B1622100	M16x221	16.8	19.3	21.3	23.1	26.8	26.8	26.8	26.8	110.9
75340B1626100	M16x261	16.8	19.3	21.3	23.1	26.8	26.8	26.8	26.8	110.9

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 [d x L]	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]
75340B0604800	M6x48/*	30	90	45	30	40	2.2
75340B0606500	M6x65	30	90	45	30	40	2.2
75340B0608500	M6x85	30	90	45	30	40	2.2
75340B0806800	M8x68	30	90	45	40	40	2.4
75340B0807300	M8x73	30	90	45	40	40	2.4
75340B0808300	M8x83	30	90	45	40	40	2.4
75340B0809300	M8x93	30	90	45	40	40	2.4
75340B0810300	M8x103	30	90	45	40	40	2.4
75340B0811300	M8x113	30	90	45	40	40	2.4
75340B0813300	M8x133	30	90	45	40	40	2.4
75340B0816300	M8x163	30	90	45	40	40	2.4
75340B1007800	M10x78	35	105	55	50	50	4.7
75340B1008300	M10x83	35	105	55	50	50	4.7
75340B1009300	M10x93	35	105	55	50	50	4.7
75340B1010300	M10x103	35	105	55	50	50	4.7
75340B1011300	M10x113	35	105	55	50	50	4.7
75340B1012300	M10x123	35	105	55	50	50	4.7
75340B1014300	M10x143	35	105	55	50	50	4.7
75340B1017300	M10x173	35	105	55	50	50	4.7
75340B1021300	M10x213	35	105	55	50	50	4.7
75340B1210400	M12x104	50	150	75	70	70	7.2
75340B1210900	M12x109	50	150	75	70	70	7.2
75340B1211900	M12x119	50	150	75	70	70	7.2
75340B1212900	M12x129	50	150	75	70	70	7.2
75340B1213900	M12x139	50	150	75	70	70	7.2
75340B1214900	M12x149	50	150	75	70	70	7.2
75340B1217900	M12x179	50	150	75	70	70	7.2
75340B1219900	M12x199	50	150	75	70	70	7.2
75340B1221900	M12x219	50	150	75	70	70	7.2
75340B1223900	M12x239	50	150	75	70	70	7.2
75340B1225900	M12x259	50	150	75	70	70	7.2
75340B1611000	M16x110/*	59	180	90	90	90	9.2
75340B1615100	M16x151	59	180	90	90	90	9.2
75340B1617100	M16x171	59	180	90	90	90	9.2
75340B1620100	M16x201	59	180	90	90	90	9.2
75340B1622100	M16x221	59	180	90	90	90	9.2
75340B1626100	M16x261	59	180	90	90	90	9.2

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 [d x L]	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]
75340B0604800	M6x48/*	30	90	45	30	40	1.6
75340B0606500	M6x65	30	90	45	30	40	1.6
75340B0608500	M6x85	30	90	45	30	40	1.6
75340B0806800	M8x68	30	90	45	40	40	1.7
75340B0807300	M8x73	30	90	45	40	40	1.7
75340B0808300	M8x83	30	90	45	40	40	1.7
75340B0809300	M8x93	30	90	45	40	40	1.7
75340B0810300	M8x103	30	90	45	40	40	1.7
75340B0811300	M8x113	30	90	45	40	40	1.7
75340B0813300	M8x133	30	90	45	40	40	1.7
75340B0816300	M8x163	30	90	45	40	40	1.7
75340B1007800	M10x78	35	105	55	50	50	3.4
75340B1008300	M10x83	35	105	55	50	50	3.4
75340B1009300	M10x93	35	105	55	50	50	3.4
75340B1010300	M10x103	35	105	55	50	50	3.4
75340B1011300	M10x113	35	105	55	50	50	3.4
75340B1012300	M10x123	35	105	55	50	50	3.4
75340B1014300	M10x143	35	105	55	50	50	3.4
75340B1017300	M10x173	35	105	55	50	50	3.4
75340B1021300	M10x213	35	105	55	50	50	3.4
75340B1210400	M12x104	50	150	75	70	70	5.2
75340B1210900	M12x109	50	150	75	70	70	5.2
75340B1211900	M12x119	50	150	75	70	70	5.2
75340B1212900	M12x129	50	150	75	70	70	5.2
75340B1213900	M12x139	50	150	75	70	70	5.2
75340B1214900	M12x149	50	150	75	70	70	5.2
75340B1217900	M12x179	50	150	75	70	70	5.2
75340B1219900	M12x199	50	150	75	70	70	5.2
75340B1221900	M12x219	50	150	75	70	70	5.2
75340B1223900	M12x239	50	150	75	70	70	5.2
75340B1225900	M12x259	50	150	75	70	70	5.2
75340B1611000	M16x110/*	59	180	90	90	90	6.5
75340B1615100	M16x151	59	180	90	90	90	6.5
75340B1617100	M16x171	59	180	90	90	90	6.5
75340B1620100	M16x201	59	180	90	90	90	6.5
75340B1622100	M16x221	59	180	90	90	90	6.5
75340B1626100	M16x261	59	180	90	90	90	6.5

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

Instalação

Spacing, Edge Distance and Member Thickness

Referência	Type [d x L]	Hole diameter [d_o]	Minimum hole depth [h₁]	Hole diameter in fixing element [d_f]	Wrench [SW]	Torque [T_inst]	Embedment depth [h_ef]	Min. support thickness [h_min]	Characteristic spacing⁽⁵⁾ [S_cr,N] [mm]	Characteristic edge distance [c_cr,N] [mm]	Min. spacing [S_min] [mm]	Min. edge distance [C_min] [mm]
75340B0604800	M6x48/*	6	45	7	10	8	30	90	120	60	30	40
75340B0606500	M6x65	6	55	7	10	8	40	100	120	60	30	40
75340B0608500	M6x85	6	55	7	10	8	40	100	120	60	30	40
75340B0806800	M8x68	8	65	9	13	15	45	100	135	68	40	40
75340B0807300	M8x73	8	65	9	13	15	45	100	135	68	40	40
75340B0808300	M8x83	8	65	9	13	15	45	100	135	68	40	40
75340B0809300	M8x93	8	65	9	13	15	45	100	135	68	40	40
75340B0810300	M8x103	8	65	9	13	15	45	100	135	68	40	40
75340B0811300	M8x113	8	65	9	13	15	45	100	135	68	40	40
75340B0813300	M8x133	8	65	9	13	15	45	100	135	68	40	40
75340B0816300	M8x163	8	65	9	13	15	45	100	135	68	40	40
75340B1007800	M10x78	10	70	12	17	30	50	100	150	75	50	50
75340B1008300	M10x83	10	70	12	17	30	50	100	150	75	50	50
75340B1009300	M10x93	10	70	12	17	30	50	100	150	75	50	50
75340B1010300	M10x103	10	70	12	17	30	50	100	150	75	50	50
75340B1011300	M10x113	10	70	12	17	30	50	100	150	75	50	50
75340B1012300	M10x123	10	70	12	17	30	50	100	150	75	50	50
75340B1014300	M10x143	10	70	12	17	30	50	100	150	75	50	50
75340B1017300	M10x173	10	70	12	17	30	50	100	150	75	50	50
75340B1021300	M10x213	10	70	12	17	30	50	100	150	75	50	50
75340B1210400	M12x104	12	90	14	19	50	65	130	195	98	70	70
75340B1210900	M12x109	12	90	14	19	50	65	130	195	98	70	70
75340B1211900	M12x119	12	90	14	19	50	65	130	195	98	70	70
75340B1212900	M12x129	12	90	14	19	50	65	130	195	98	70	70
75340B1213900	M12x139	12	90	14	19	50	65	130	195	98	70	70
75340B1214900	M12x149	12	90	14	19	50	65	130	195	98	70	70
75340B1217900	M12x179	12	90	14	19	50	65	130	195	98	70	70
75340B1219900	M12x199	12	90	14	19	50	65	130	195	98	70	70
75340B1221900	M12x219	12	90	14	19	50	65	130	195	98	70	70
75340B1223900	M12x239	12	90	14	19	50	65	130	195	98	70	70
75340B1225900	M12x259	12	90	14	19	50	65	130	195	98	70	70
75340B1611000	M16x110/*	16	89	18	24	100	59	140	240	120	90	90
75340B1615100	M16x151	16	110	18	24	100	80	160	240	120	90	90
75340B1617100	M16x171	16	110	18	24	100	80	160	240	120	90	90
75340B1620100	M16x201	16	110	18	24	100	80	160	240	120	90	90
75340B1622100	M16x221	16	110	18	24	100	80	160	240	120	90	90
75340B1626100	M16x261	16	110	18	24	100	80	160	240	120	90	90