FM 753 evo-LW

Heavy Duty Wedge Anchor with large washer

Scheda tecnica

Marquage CE

ETE

Fix Calc

Dettagli del prodotto

Immagini

Caratteristiche

Material

Cold formed carbon steel body with special geometry clip

Benefits

Wide range
Easy installation
Versatile
Cold forged anchor body
Increased thickness of three expander segments
Six teeth and anti-slip ridge to prevent slip during tightening

Applicazione

Applications

Timber sill to concrete
Timber wall plate to concrete

Suitable for

Non-cracked concrete
Solid stone

Dati tecnici

Dimensioni

Autres

fm-753-evo-rev02.pdf (453.37 KB)

Dimensioni

Codici	Type size [d x L] [mm]	ID¹⁾	Sp. fissabile _[tfix] [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]	Washer Ø (d_w) [mm]	Torque [t_inst] [Nm]	Wrench [SW] [SW]	Conf.	Imballo	Peso [kg]
75345B1012300	M10x123	G	50	10	70	50	60	12	100	34	30	17	25	100	0.093
75345B1017300	M10x173	I	100	10	70	50	60	12	100	34	30	17	25	100	0.12
75345B1214900	M12x149	G	50	12	90	65	78	14	130	44	50	19	25	50	0.17
75345B1217900	M12x179	H	80	12	90	65	78	14	130	44	50	19	25	50	0.19
75345B1219900	M12x199	I	100	12	90	65	78	14	130	44	50	19	25	50	0.2
75345B1221900	M12x219	L	120	12	90	65	78	14	130	44	50	19	25	50	0.22
75345B1223900	M12x239	M	140	12	90	65	78	14	130	44	50	19	25	50	0.23
75345B1225900	M12x259	N	160	12	90	65	78	14	130	44	50	19	25	50	0.25

Design capacities - single anchor - no edge distances

Codici	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
75345B1217900	M12x179	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
75345B1221900	M12x219	17.2	20.8	23.9	26.7	20.1	20.1	20.1	20.1	65.3
75345B1223900	M12x239	17.2	20.8	23.9	26.7	20.1	20.1	20.1	20.1	65.3
75345B1225900	M12x259	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

Codici	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
75345B1217900	M12x179	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
75345B1221900	M12x219	12.3	14.9	17.1	19.1	14.4	14.4	14.4	14.4	46.6
75345B1223900	M12x239	12.3	14.9	17.1	19.1	14.4	14.4	14.4	14.4	46.6
75345B1225900	M12x259	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

Codici	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
75345B1217900	M12x179	50	150	75	70	70	7.2
75345B1219900	M12x199	50	150	75	70	70	7.2
75345B1221900	M12x219	50	150	75	70	70	7.2
75345B1223900	M12x239	50	150	75	70	70	7.2
75345B1225900	M12x259	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

Codici	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
75345B1217900	M12x179	50	150	75	70	70	5.2
75345B1219900	M12x199	50	150	75	70	70	5.2
75345B1221900	M12x219	50	150	75	70	70	5.2
75345B1223900	M12x239	50	150	75	70	70	5.2
75345B1225900	M12x259	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

Installazione

Spacing, Edge Distance and Member Thickness

Codici	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
75345B1217900	M12x179	12	90	14	19	50	65	130	195	98	70	70
75345B1219900	M12x199	12	90	14	19	50	65	130	195	98	70	70
75345B1221900	M12x219	12	90	14	19	50	65	130	195	98	70	70
75345B1223900	M12x239	12	90	14	19	50	65	130	195	98	70	70
75345B1225900	M12x259	12	90	14	19	50	65	130	195	98	70	70