FM 753 evo

Ekspansjonsbolt

Det nye FM 735 evo anker er en heavy duty ekspansjonsbolt til medium høye laster, i str. M6 til M20 til montering i ikke-sprukket betong C20/20 - C50/60.

Teknisk dataark

CE-merket

Avtalegrunnlag

Anvendelsesklasse 2

Elgalvanisert stål

Indoor

Fix Calc

Produktinformasjon

Bilder

Egenskaper

Materiale

Kaldformet karbonstålhus med spesiell geometrisk klemme

Fordeler

Optimalisert geometri for høy styrke
Klips med mothaker for høy styrke og sikkerhet
Høystyrke stål for topp ytelse
Overflatebehandlet for optimal funksjon av klips/stamme
Bredt utvalg av sertifiserte ankere.

Applikasjoner

Bruksområde

Rekkverk
Metall- og trearbeid
Fasader

Egnet for

Ikke-sprukket betong
Stein

Tekniske data

Dimensjoner

Dimensions

Art. nr.	Product reference	NOBB nr. [NOBB nr.]	Type [d x L]	ID¹⁾	Thread length	Feste tykkelse [t_fix]	Hulldiameter [d_o]	Minimum hulledybde [h₁]	Innfestingsdybde [h_ef]	Hulldiameter i festeelement [d_f]	Min. støttetykkelse [h_min]	Dreiemoment [T_inst]	Skiftenøkkel [SW]	Qty per box	Qty per outer box	Vekt [kg]
75340B0604800	FM 753 evo	60743077	M6x48/*	A	18	3	6	45	30	7	90	8	10	150	1500	0.012
75340B0606500	FM 753 evo	60743078	M6x65	B	30	10	6	55	40	7	100	8	10	100	1000	0.015
75340B0811300	FM 753 evo	60743079	M8x113	G	60	50	8	65	45	9	100	15	13	100	400	0.042
75340B1006300	FM 753 evo	60743080	M10x63/*	A	25	5	10	55	35	12	90	30	17	50	200	0.047
75340B1008300	FM 753 evo	60743081	M10x83	C	40	10	10	70	50		100	30	17	50	200	0.056
75340B1010300	FM 753 evo	60743082	M10x103	E	50	30	10	70	50		100	30	17	50	200	0.065
75340B1012300	FM 753 evo	60743083	M10x123	G	60	50	10	70	50		100	30	17	50	200	0.076
75340B1208500	FM 753 evo	60743084	M12x85/*	A	40	5	12	75	50	14	120	50	19	50	200	0.084
75340B1210900	FM 753 evo	60743085	M12x109	C	60	10	12	90	65		130	50	19	50	200	0.1
75340B1212900	FM 753 evo	60843086	M12x129	E	70	30	12	90	65		130	50	19	25	100	0.12
75340B1214900	FM 753 evo	60743087	M12x149	G	100	50	12	90	65		130	50	19	25	100	0.13
75340B1219900	FM 753 evo	60743088	M12x199	I	110	100	12	90	65		130	50	19	25	100	0.17
75340B1611000	FM 753 evo	60743089	M16x110/*	A	50	15	16	89	59	18	140	100	24	20	80	0.19
75340B1615100	FM 753 evo	60743090	M16x151	C	80	30	16	110	80		160	100	24	20	80	0.24
75340B1617100	FM 753 evo	60743091	M16x171	D	80	50	16	110	80		160	100	24	15	60	0.27
75340B1622100	FM 753 evo	60743092	M16x221	F	100	100	16	110	80		160	100	24	15	60	0.34

^*Anchors with reduced embedment depths
^** Not covered by CE certification

¹⁾Ident. mark, product length

Design capacities - single anchor - no edge distances

Art. nr.	Designkapasitet – Ikke-sprukket betong ⁽³⁾ [kN]
	Type [d x L]	Spenning - NRd ⁽¹⁾				Sjær - VRd ^(1-2) [kN]				Bøyemoment MRd [Nm]
	Type [d x L]	C20/25	C30/37	C40/50	C50/60	C20/25	C30/37	C40/50	C50/60	Bøyemoment 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
75340B0811300	M8x113	8	8.3	8.5	8.7	7.9	7.9	7.9	7.9	21.5
75340B1006300	M10x63/*	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
75340B1010300	M10x103	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
75340B1208500	M12x85/*	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
75340B1212900	M12x129	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
75340B1219900	M12x199	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
75340B1622100	M16x221	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).

Anbefalte kapasiteter – enkeltanker – ingen kantavstander

Art. nr.	Anbefalt kapasitet – Ikke sprukket betong
	Type [d x L]	Spenning - Nrec ^(1-2) [kN]				Skjær - Vrec ^(1-3) [kN]				Bøyemoment Mrec ^(1-6) [Nm]
	Type [d x L]	C20/25	C30/37	C40/50	C50/60	C20/25	C30/37	C40/50	C50/60	Bøyemoment Mrec ^(1-6) [Nm]
75340B0604800	M6x48/*	2.2	2.9	2.9	2.9	2.9	3.6	3.6	3.6	3.6
75340B0606500	M6x65	2.2	2.9	2.9	2.9	2.9	3.6	3.6	3.6	3.6
75340B0811300	M8x113	2.4	5.7	5.9	6.1	6.2	5.6	5.6	5.6	5.6
75340B1006300	M10x63/*	4.7	8.3	10.1	11.7	13.1	8.3	8.3	8.3	8.3
75340B1008300	M10x83	4.7	8.3	10.1	11.7	13.1	8.3	8.3	8.3	8.3
75340B1010300	M10x103	4.7	8.3	10.1	11.7	13.1	8.3	8.3	8.3	8.3
75340B1012300	M10x123	4.7	8.3	10.1	11.7	13.1	8.3	8.3	8.3	8.3
75340B1208500	M12x85/*	7.2	12.3	14.9	17.1	19.1	14.4	14.4	14.4	14.4
75340B1210900	M12x109	7.2	12.3	14.9	17.1	19.1	14.4	14.4	14.4	14.4
75340B1212900	M12x129	7.2	12.3	14.9	17.1	19.1	14.4	14.4	14.4	14.4
75340B1214900	M12x149	7.2	12.3	14.9	17.1	19.1	14.4	14.4	14.4	14.4
75340B1219900	M12x199	7.2	12.3	14.9	17.1	19.1	14.4	14.4	14.4	14.4
75340B1611000	M16x110/*	9.2	16.8	19.3	21.3	23.1	26.8	26.8	26.8	26.8
75340B1615100	M16x151	9.2	16.8	19.3	21.3	23.1	26.8	26.8	26.8	26.8
75340B1617100	M16x171	9.2	16.8	19.3	21.3	23.1	26.8	26.8	26.8	26.8
75340B1622100	M16x221	9.2	16.8	19.3	21.3	23.1	26.8	26.8	26.8	26.8

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).

Designkapasiteter - enkeltanker - ingen kantavstander - redusert innstøpningsdybde

Art. nr.	Type [d x L]	Redusert innstøpningsdybde [h_ef,r]	Karakteristisk avstand for h_ef,r⁽⁵⁾ [S_cr,red] [mm]	Karakteristisk kantavstand for h_ef,r [C_cr,red] [mm]	Min. avstand for h_ef,r [S_min,red] [mm]	Min. kantavstand for h_ef,r [C_min,red]	Designbelastninger - Strekk & Skjær - N_Rd [kN]
75340B0604800	M6x48/*	30	90	45	30	40	5.2
75340B0606500	M6x65	30	90	45	30	40	5.2
75340B0811300	M8x113	30	90	45	40	40	13.4
75340B1006300	M10x63/*	35	105	55	50	50	26.6
75340B1008300	M10x83	35	105	55	50	50	26.6
75340B1010300	M10x103	35	105	55	50	50	26.6
75340B1012300	M10x123	35	105	55	50	50	26.6
75340B1208500	M12x85/*	50	150	75	70	70	46.6
75340B1210900	M12x109	50	150	75	70	70	46.6
75340B1212900	M12x129	50	150	75	70	70	46.6
75340B1214900	M12x149	50	150	75	70	70	46.6
75340B1219900	M12x199	50	150	75	70	70	46.6
75340B1611000	M16x110/*	59	180	90	90	90	110.9
75340B1615100	M16x151	59	180	90	90	90	110.9
75340B1617100	M16x171	59	180	90	90	90	110.9
75340B1622100	M16x221	59	180	90	90	90	110.9

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

Anbefalte kapasiteter – enkeltanker – ingen kantavstander – redusert innstøpningsdybde

Art. nr.	Type [d x L]	Redusert innstøpningsdybde [h_ef,r]	Karakteristisk avstand for h_ef,r⁽⁵⁾ [S_cr,red] [mm]	Karakteristisk kantavstand for h_ef,r [C_cr,red] [mm]	Min. avstand for h_ef,r [S_min,red] [mm]	Min. kantavstand for h_ef,r [C_min,red]	Anbefalt belastning – Strekk & Skjær - N _rec [kN]
75340B0604800	M6x48/*	30	90	45	30	40	1.6
75340B0606500	M6x65	30	90	45	30	40	1.6
75340B0811300	M8x113	30	90	45	40	40	1.7
75340B1006300	M10x63/*	35	105	55	50	50	3.4
75340B1008300	M10x83	35	105	55	50	50	3.4
75340B1010300	M10x103	35	105	55	50	50	3.4
75340B1012300	M10x123	35	105	55	50	50	3.4
75340B1208500	M12x85/*	50	150	75	70	70	5.2
75340B1210900	M12x109	50	150	75	70	70	5.2
75340B1212900	M12x129	50	150	75	70	70	5.2
75340B1214900	M12x149	50	150	75	70	70	5.2
75340B1219900	M12x199	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
75340B1622100	M16x221	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

Produktdimensjon – Gjør-det-selv

Table "Produktdimensjon – Gjør-det-selv" cannot be displayed : no references available.

Montering

Spacing, Edge Distance and Member Thickness

Art. nr.	Type [d x L]	Hulldiameter [d_o]	Minimum hulledybde [h₁]	Hulldiameter i festeelement [d_f]	Skiftenøkkel [SW]	Dreiemoment [T_inst]	Innfestingsdybde [h_ef]	Min. støttetykkelse [h_min]	Karakteristisk avstand⁽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
75340B0811300	M8x113	8	65	9	13	15	45	100	135	68	40	40
75340B1006300	M10x63/*	10	55	12	17	30	35	90	150	75	50	50
75340B1008300	M10x83	10	70	12	17	30	50	100	150	75	50	50
75340B1010300	M10x103	10	70	12	17	30	50	100	150	75	50	50
75340B1012300	M10x123	10	70	12	17	30	50	100	150	75	50	50
75340B1208500	M12x85/*	12	75	14	19	50	50	120	195	98	70	70
75340B1210900	M12x109	12	90	14	19	50	65	130	195	98	70	70
75340B1212900	M12x129	12	90	14	19	50	65	130	195	98	70	70
75340B1214900	M12x149	12	90	14	19	50	65	130	195	98	70	70
75340B1219900	M12x199	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
75340B1622100	M16x221	16	110	18	24	100	80	160	240	120	90	90