Fixanchor W-FA/A2 - ANC-(W-FA/A2)-A2-13-45-51-M10X120

Fixanchor W-FA/A2 - ANC-(W-FA/A2)-A2-13-45-51-M10X120 - 1

Fixanchor W-FA/A2

Name: Fixanchor W-FA/A2
Brand: Würth
SKU: 5932410120

Fixanchor W-FA stainless steel A2
ANC-(W-FA/A2)-A2-13-45-51-M10X120

Art.-no. 5932410120

EAN 4065746037044

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Fixanchor W-FA/A2

Art.-no. 5932410120

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x 50 pcs

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Stud anchor for standard applications in uncracked concrete. A2 stainless steel

Economical fastening solution for standard applications in uncracked concrete

Very flexible application thanks to three effective anchorage depths

Extra-small effective anchorage depths minimise drilling and installation effort

Small spacings and edge distances

Notice

Before using anchors for uncracked concrete in areas subject to building regulations or safety regulations, proof must be provided in accordance with DIN EN 1992-4 that the concrete will be in an uncracked state for the service life of the fastening.

European Technical Assessment ETA-02/0001 for individual fixing point, option 7, uncracked concrete:

Static or quasi-static action (M6-M20)

Product information

Würth Catalogue

Datasheets(X)

Certificates/ Documents

Application area

Individual fixing point with approval/assessment

In uncracked normal weight concrete C20/25 to C50/60

Suitable for anchoring medium-heavy to heavy loads in uncracked concrete:

Fastening metal constructions, metal profiles, base plates, wooden structures, beams, fence systems, startup protection, etc. in pre-positioned installation, push-through installation and stand-off installation.

The W-FA/A2 (A2 stainless steel) is suitable for use in dry indoor environments and for outdoor applications in corrosion resistance class CRC II in accordance with DIN EN 1993-1-4:2015.

For use in concrete < C20/25 and pressure-resistant natural stone (without approval/assessment)

Metric anchor diameter	M10
Anchor length (l)	120 mm
Material	Stainless steel A2
Attachment height (t fix 1)	51 mm
Attachment height (t fix 2)	45 mm
Attachment height (t fix 3)	13 mm
Drill hole depth (h 1.1)	65 mm
Drill hole depth (h 1.2)	70 mm
Drill hole depth (h 1.3)	102 mm
Effective anchoring depth (h ef 1)	42 mm
Effective anchoring depth (h ef 2)	48 mm
Effective anchoring depth (h ef 3)	80 mm
Embedding depth (h nom1)	56 mm
Embedding depth (h nom2)	94 mm
Embedding depth (h nom3)	94 mm
Washer diameter	20 mm
Width across flats	17 mm
Nominal drill-bit diameter (d 0)	10 mm
Torque during anchoring (T inst)	25 Nm
Through-hole in the component to be connected (d f)	12 mm
Thread length (L th)	75 mm
Type of assembly	Pre-setting installation, Through-setting installation, Stand-off installation
Approval	ETA-02/0001

Performance data in uncracked concrete - individual fixing point in accordance with ETA-02/0001 without the influence of spacings and edge distances
Anchor size [mm]					M6			M8			M10			M12			M16
Effective anchorage depth [mm]		h_ef,1	h_ef,2	h_ef,3	30³⁾	40	60	35³⁾	44	70	42	48	80	50	65	100	64	82	120
Embedment depth [mm]		h_nom,1	h_nom,2	h_nom,3	39³⁾	49	69	47³⁾	56	82	56	62	94	67	82	117	84	102	140
Adm. tensile load¹⁾	Uncracked concrete C20/25²⁾, s ≥ 3 h_ef c ≥ 1.5 h_ef	N_adm [kN] = C20/25²⁾			3,1	3,8	3,8	4,3	6,8	7,1	5,7	7,8	7,8	8,3	11,9	11,9	12,0	16,8	20,0
Adm. shear load¹⁾	Uncracked concrete C20/25²⁾, c ≥ 10 h_ef	V_adm [kN] = C20/25²⁾			4,0			6,9			10,9			15,4			28,6
Admissible bending moment		M_adm [Nm]			5,7			13,7			28,0			48,6			113,7
For admissible load when exposed to fire (R30, R60, R90, R120), please refer to European Technical Assessment ETA-02/0001
1) The partial safety factors of the resistances γM regulated in the approval/assessment and a partial safety factor of the actions of γF = 1.4 have been taken into account. For a combination of tensile and shear loads, for the influence of the edge distance and anchor groups, please see the appropriate guidelines e.g. DIN EN 1992-4. 2) The concrete has normal reinforcement. Higher values are possible for higher concrete compressive strengths. 3) Only for statically indeterminate non-load-bearing systems (anchors in a redundant non-structural system) in accordance with EN 1992-4 and only in dry indoor conditions

Installation parameters
Anchor size			M6	M8	M10	M12	M16
Nominal drill diameter	d₀ =	[mm]	6	8	10	12	16
Diameter of cutting edges	d_cut ≤	[mm]	6,4	8,45	10,45	12,5	16,5
Torque while installing anchor	T_inst =	[Nm]	6	15	25	50	100
Through hole in the attachment	d_f ≤	[mm]	7	9	12	14	18
Width across flats	AF	[mm]	10	13	17	19	24
Height hexagon nut	t_nut	[mm]	5	6,5	8	10	13
Height x dia. washer	t_w x d_w	[mm]	1.6x12	1.6x16	2x20	2.5x24	3x30
Effective anchorage depth h_ef,₁
Effective anchorage depth	h_ef,1 ≥	[mm]	30	35	42	50	64
Drill hole depth	h_1.1 ≥	[mm]	45	55	65	75	95
Embedment depth	h_nom,1 ≥	[mm]	39	47	56	67	84
Minimum member thickness	h_min	[mm]	80	80	100	100	130
Characteristic spacing	s_cr,N	[mm]	90	105	126	150	192
Characteristic edge distance	c_cr,N	[mm]	45	52,5	63	75	96
Minimum spacing	s_min	[mm]	35	60	55	100	110
Minimum edge distance	c_min	[mm]	40	60	65	100	110
Effective anchorage depth h_ef,2
Effective anchorage depth	h_ef,2 ≥	[mm]	40	44	48	65	80
Drill hole depth	h_1.2 ≥	[mm]	55	65	70	90	110
Embedment depth	h_nom,2 ≥	[mm]	49	56	62	82	102
Minimum member thickness	h_min	[mm]	100	100	100	130	160
Characteristic spacing	s_cr,N	[mm]	120	132	144	195	240
Characteristic edge distance	c_cr,N	[mm]	60	66	72	97,5	120
Minimum spacing	s_min	[mm]	35	35	45	60	80
Minimum spacing	for c ≥	[mm]	40	65	70	100	120
Minimum edge distance	c_min	[mm]	35	45	55	70	80
Minimum edge distance	for s ≥	[mm]	40	65	70	100	120
Effective anchorage depth h_ef,3
Effective anchorage depth	h_ef,3 ≥	[mm]	60	70	80	100	120
Drill hole depth	h_1.3 ≥	[mm]	75	91	102	125	148
Embedment depth	h_nom,3 ≥	[mm]	69	82	94	117	140
Minimum member thickness	h_min	[mm]	120	126	132	165	208
Characteristic spacing	s_cr,N	[mm]	180	210	240	300	360
Characteristic edge distance	c_cr,N	[mm]	90	105	120	150	180
Minimum spacing	s_min	[mm]	35	40	55	75	90
Minimum spacing	for c ≥	[mm]	40	65	70	100	120
Minimum edge distance	c_min	[mm]	40	45	65	90	105
Minimum edge distance	for s ≥	[mm]	60	110	80	100	140

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x 1 pcs

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