Fixanchor W-FAZ/A4 - ANC-(W-FAZ/A4-K)-A4-10-M10X70

Fixanchor W-FAZ/A4 - ANC-(W-FAZ/A4-K)-A4-10-M10X70 - 1

Fixanchor W-FAZ/A4 - ANC-(W-FAZ/A4-K)-A4-10-M10X70 - 2

Fixanchor W-FAZ/A4 - ANC-(W-FAZ/A4-K)-A4-10-M10X70 - 3

Fixanchor W-FAZ/A4

Name: Fixanchor W-FAZ/A4
Brand: Würth
SKU: 5928451010

Fixanchor W-FAZ/A4 stainless steel
ANC-(W-FAZ/A4-K)-A4-10-M10X70

Art.-no. 5928451010

EAN 4046777116960

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Fixanchor W-FAZ/A4

Art.-no. 5928451010

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Stud anchor for high loads in cracked and non-cracked concrete. A4 stainless steel

High working loads, small axis and edge distances

Immediate load-bearing capacity - no waiting

Time-saving in-place installation

Torque-controlled expansion anchor made of stainless steel A4

Reduced effective anchorage depth

Minimised drilling and time requirements

Flexible application

Proof of Performance

Approval ETA-99/0011 for individual fixing point, option 1, cracked and uncracked concrete, seismic performance category C1 and C2 (M8-M20)

Fire resistance (M8-M16): F30, F60, F90 and F120; exposure to fire according to DIN 4102-2:1977-09 (uniform temperature curve)

Fire resistance: R30, R60, R90 and R120; TR020 (included in ETA-99/0011)

Application area

Heavy steel structures

Fence systems

Post support bracket

Create the drill hole

Knock in anchor with mason's mallet or machine setting tool

Set anchor in place

Apply torque

Approval ETA-99/0011 for individual fixing point, option 1, cracked and uncracked concrete, seismic performance category C1 and C2 (M8-M20)

Fire resistance (M8-M16): F30, F60, F90 and F120; exposure to fire according to DIN 4102-2:1977-09 (uniform temperature curve)

Fire resistance: R30, R60, R90 and R120; TR020 (included in ETA-99/0011)

Product information

Würth Catalogue

Datasheets(X)

CAD data (available after login)

Certificates/ Documents

Application area

Individual fixing point with approval

Normal weight concrete C20/25 to C50/60 (cracked and uncracked concrete, seismic performance category C1 and C2)

For the attachment of e.g. metal structures, metal profiles, brackets, base plates, supports, cable conduits, pipes, railings, wooden structures, roof beams etc.

Individual fixing point without approval

For use in concrete < C20/25 and pressure-resistant natural stone

W-FAZ/A4 (stainless steel A4) can be used in dry indoor areas, outdoors (including in industrial atmospheres and close to the sea) or in wet rooms, provided that no particularly aggressive conditions are present.

Metric anchor diameter	M10
Anchor length (l)	70 mm
Max. attachment height reduced (t fix, red)	10 mm
Effective anchoring depth reduced (h ef, red)	40 mm
Disc diameter x disc thickness	20 x 2 mm
Width across flats	17 mm
Nominal drill-bit diameter (d 0)	10 mm
Drill hole depth reduced (h 1, red)	55 mm
Material	Stainless steel A4
Surface	Coated
Torque during anchoring (T inst)	35 Nm
Through-hole in the component to be connected (d f)	12 mm
Thread type x anchor diameter x thread length (L th)	M10 x 22
Approval	ETA-99/0011

Anchor diameter [mm]			M8		M10		M12		M16		M20	M24
Performance data
Standard effective anchorage depth/ Reduced effective anchorage depth		h_ef/h_ef,red[mm]	46	35³⁾	60	40	70	50	85	65	100	125
Admissible centric tension load¹⁾ on an individual anchor without the influence of the edge distance	Tensile zone (cracked concrete C20/25^2₎, s ≥ 3 h_efc ≥ 1.5 h_ef)	N_adm [kN] = C20/25²⁾	2,4	2,4	4,3	3,6	7,6	6,1	11,9	9,0	17,1	19,0
	Compressive zone (uncracked concrete C20/25²⁾, (s_cr,spandc_cr,sp see approval)	N_adm [kN] = C20/25²⁾	5,7	3,6	7,6	4,3	11,9	8,5	16,7	12,6	24,0	33,6
Permissible shear load¹⁾ on an individual anchor without the influence of the edge distance	Tensile zone (cracked concrete C20/25²⁾, c ≥ 10 h_ef)	V_adm [kN] = C20/25²⁾	7,4	7,4	11,4	10,4	17,1	14,5	31,4	21,6	43,9	67,1
	Compressive zone (uncracked concrete C20/25²⁾, c ≥ 10 h_ef)	V_adm [kN] = C20/25²⁾	7,4	7,4	11,4	11,4	17,1	17,1	31,4	30,2	43,9	70,6
Permissible bending moment		M_adm [Nm]	14,9	14,9	29,7	29,7	52,6	_	114,3	_	231,6	448,8
Admissible load when exposed to fire (R30, R60, R90, R120) see European Technical Assessment ETA-99/0011
Fire resistance rating		F30 [kN]	9,0	_	15,0	_	19,0	_	30,0	_	_	_
		F60 [kN]	5,0	_	9,0	_	12,0	_	15,0	_	_	_
		F90 [kN]	1,8	_	4,0	_	5,0	_	7,5	_	_	_
		F120 [kN]	1,0	_	2,0	_	3,0	_	6,0	_	_	_
¹⁾ The partial safety factors of the resistances regulated in the approval and a partial safety factor of the effects of γ_F = 1.4 have been taken into account. Please refer to the European Technical Approval Guidelines (ETAG), Appendix C, for information on combining tensile and shear loads, the influence of the edge distance and groups of anchors. ²⁾ The concrete has normal reinforcement. Higher values are possible for higher concrete compressive strengths. ³⁾ The use is limited to the anchorage of statically indeterminate systems.

Characteristic values
Anchor diameter [mm]		M8		M10		M12		M16		M20	M24
Minimum axis distance Uncracked concrete	for c ≥ [mm]	80	_	75	_	120	_	120	_	180	125
Minimum edge distance Cracked concrete	c_min ≥ [mm]	40	_	55	_	60	_	60	_	95	125
Minimum edge distance Uncracked concrete	c_min ≥ [mm]	50	_	60	_	75	_	80	_	130	125
Minimum edge distance Cracked concrete	for s ≥ [mm]	80	_	90	_	140	_	180	_	200	125
Minimum edge distance Uncracked concrete	for s ≥ [mm]	100	_	120	_	150	_	150	_	240	125
Reduced minimum member thickness	h_min [mm]	80	80	100	80	120	100	140	140	_	_
Minimum axis distance Cracked concrete	s_min ≥ [mm]	40	50	45	50	60	50	70	65	_	_
Minimum axis distance Uncracked concrete	s_min ≥ [mm]	40	50	60	50	60	50	80	65	_	_
Minimum axis distance Cracked concrete	for c ≥ [mm]	70	60	90	100	100	160	160	170	_	_
Minimum axis distance Uncracked concrete	for c ≥ [mm]	80	60	140	100	120	160	180	170	_	_
Diameter of cutting edges	d_cut≤ [mm]	8,45		10,45		12,5		16,5		20,55	24,55
Drill hole depth	h₁≥ [mm]	60	49	75	55	90	70	110	90	125	155
Through hole in the component being connected	d_f≤ [mm]	9		12		14		18		22	26
Torque while installing anchor	T_inst = [Nm]	20		35		50		110		200	290
¹⁾ The partial safety factors of the resistances regulated in the approval and a partial safety factor of the effects of γ_F = 1.4 have been taken into account. Please refer to the European Technical Approval Guidelines (ETAG), Appendix C, for information on combining tensile and shear loads, the influence of the edge distance and groups of anchors. ²⁾ The concrete has normal reinforcement. Higher values are possible for higher concrete compressive strengths. ³⁾ Only suitable for use indoors or in wet rooms.
Standard effective anchorage depth/ Reduced effective anchorage depth	h_ef,/h_{ef, red}[mm]	46	35³⁾	60	40	70	50	85	65	100	125
Embedment depth	h_nom [mm]	52	41	68	48	80	60	97	77	114	140
Axis distance	S_cr,N [mm]	138	105	180	120	210	150	255	195	300	375
Edge distance	C_cr,N [mm]	69	52,5	90	60	105	75	127,5	97,5	150	187,5
Standard minimum member thickness	h_std ≥ [mm]	100	_	120	_	140	_	160	_	200	250
Minimum axis distance Cracked concrete	s_min ≥ [mm]	40	_	50	_	60	_	60	_	95	125
Minimum axis distance Uncracked concrete	s_min ≥ [mm]	40	_	50	_	60	_	65	_	90	125
Minimum axis distance Cracked concrete	for c ≥ [mm]	70	_	75	_	100	_	100	_	150	125
Minimum edge distance Cracked concrete	c_min ≥ [mm]	40	40	50	65	60	65	80	100	_	_
Minimum edge distance Uncracked concrete	c_min ≥ [mm]	50	40	90	65	75	100	90	170	_	_
Minimum edge distance Cracked concrete	for s ≥ [mm]	80	185	115	180	140	250	180	250	_	_
Minimum edge distance Uncracked concrete	for s ≥ [mm]	100	185	140	180	150	185	200	65	_	_
Nominal drill diameter	d₀ [mm]	8		10		12		16		20	24