FM-MP3 evo A4

Heavy Duty Three Segments Through Anchor

The FM-MP3 evo A4 is an anchor made of A4 stainless steel, which is placed into a drilled hole and anchored by torque-controlled expansion.

Ficha técnica

Marcado CE

DITE

Acero inoxidable A4

Fuego R 120

Fix Calc

Datos técnicos

Dimensiones

Material

Steel
White zinc plated

Benefits

Universal metallic anchor even for hollow base materials
Single shell body with exclusive cone containing system
Accessories for all types of fixing requirements
Fire resistance R120

Product Dimensions - Anchor Only

Table "Product Dimensions - Anchor Only" cannot be displayed : no references available.

* Certified product when coupled with stainless steel A4-70 hex head screw DIN933 and stainless steel A4 washer DIN125-1 or ISO 7089.

Product Dimensions - Hex Head Screw

Modelo	Product Reference	Plug [Ø x L]	Hex head screw [Ø x L]	Max. fixture thickness [t_fix] [mm]	Hole diameter [d_o]	Min. hole depth [h₁]	Nominal embedment depth [h_nom]	Min. setting depth [h_ef]	Hole diameter in fixing element [d_f]	Min. fixture thickness [h_min]	Thread length [L_v]	Torque [T_inst]	Qty per box	Qty per outer box
7330101205000	FM-MP3 evo A4	12x50	M8x60	10	12	70	50	43	10	100	60	15	50	250
7330101506000		15x60	M10x80	20	15	80	60	50	12	100	80	30	25	125
7330101808000		18x80	M12x100	20	18	100	80	69	14	140	100	50	20	100

Recommended loads / for single anchors / with no edge distances or spacings - ETA-09/0067

Table "Recommended loads / for single anchors / with no edge distances or spacings - ETA-09/0067" cannot be displayed : no references available.

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

Modelo	Product Reference	Design capacity - Non-cracked concrete (3)
		Tension - NRd (1)				Shear - VRd (1-2)				Bending moment MRd [Nm]
		C20/25 [kN]	C30/37 [kN]	C40/50 [kN]	C50/60 [kN]	C20/25 [kN]	C30/37 [kN]	C40/50 [kN]	C50/60 [kN]	Bending moment MRd [Nm]
7330101205000	FM-MP3 evo A4	6.7	-	-	-	7.7	-	-	-	24
7330101506000	FM-MP3 evo A4	8.9	-	-	-	9.7	-	-	-	48
7330101808000	FM-MP3 evo A4	13.9	-	-	-	18.6	-	-	-	84

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 loads / for single anchors / with no edge distances or spacings - ETA-10/0074

Table "Recommended loads / for single anchors / with no edge distances or spacings - ETA-10/0074" cannot be displayed : no references available.

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).

Instalación

Montaje

Installation data

Modelo	Product Reference	Ø drilling hole [d0] [mm]	Min. drill depth [h1] [mm]	Ø drilling fixture [df] [mm]	Installation torque [Tinst] [Nm]	Embedment depth [hef] [mm]	Min. support thickness [hmin] [mm]
7330101205000	FM-MP3 evo A4	12	70	10	15	43	100
7330101506000	FM-MP3 evo A4	15	80	12	30	50	100
7330101808000	FM-MP3 evo A4	18	100	14	50	69	140

** Not covered by CE certification

Spacings and edge distances - ETA-09/0067

Table "Spacings and edge distances - ETA-09/0067" cannot be displayed : no references available.

Spacings and edge distances - ETA-10/0074

Table "Spacings and edge distances - ETA-10/0074" cannot be displayed : no references available.

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