Fixanchor W-FAZ PRO/S

Name: Fixanchor W-FAZ PRO/S
Brand: Würth
SKU: 5930210050

Fixanchor W-FAZ PRO steel zinc plated
ANC-(W-FAZ PRO/S)-(A2K)-10-70-M10X130

Art.-no. 5930210050

EAN 4062856404506

All versions

Prices for customers after login

Fixanchor W-FAZ PRO/S

Art.-no. 5930210050

Prices for customers after login

Quantity

x 50 pcs

Exclusively for trade customers

European Technical Assessment ETA-20/0229 for individual fixing point, option 1, cracked and uncracked concrete:

Load-bearing behaviour and fire resistance (uniform temperature curve) - expert report no. GS 6.1/20-018-1:

Swiss Federal Office for Civil Protection (Bundesamt für Bevölkerungsschutz, BABS) - Approval for shock testing BZS D 20-602

Use in Swiss civil protection buildings (M8-M16, from standard anchorage depth h_ef,std)

Product information

Würth Catalogue

Datasheets(X)

Certificates/ Documents


Metric anchor diameter	M10
Anchor length (l)	130 mm
Min./max. height of the fixture (t fix)	10-70 mm
Attachment height standard (t fix,std)	50 mm
Min. effective anchoring depth (h ef, min)	40 mm
Max. effective anchoring depth (h ef, max)	100 mm
Effective anchoring depth Standard (h ef, std)	60 mm
Usable length (B)	110 mm
Attachment height variable (t fix ,var)	B - hef
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 variable (h 0, var)	hef + 9
Min. drill hole depth (h 0, min)	49 mm
Max. drill hole depth (h 0, max)	109 mm
Drill hole depth Standard (h 0, std)	69 mm
Material	Steel
Surface	Zinc plated
Torque during anchoring (T inst)	40 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 85
Bolt protrusion (C)	12.5 mm
Approval	ETA-20/0229
Seismology C1	Yes
Seismology C2	Yes

Performance data¹⁾on an individual anchor without the influence of the edge distance
Anchor diameter		[mm]	M8			M10			M12			M16
Variable effective anchorage depth	h_ef,var	[mm]	The effective anchorage depth can be set to anywhere between h_ef,min and h_ef,max. The Würth Technical Software can help you with the calculation.
			h_ef,min	h_ef,max	h_ef,std	h_ef,min	h_ef,max	h_ef,std	h_ef,min	h_ef,max	h_ef,std	h_ef,min	h_ef,max	h_ef,std
			35^₂₎	90	45	40	100	60	50	125	70	65	160	85
			in cracked concrete
Admissible centric tension load in concrete C 20/25³⁾	N_adm	[kN]	3,5	4,5	4,5	4,3	7,1	7,1	6,1	10,5	10,0	9,0	14,3	13,4
Admissible shear load in concrete C 20/25³⁾	V_adm	[kN]	9,0	9,0	9,0	13,4	15,3	15,3	18,2	21,9	21,9	32,3	34,3	34,3
Admissible bending moment	M_adm	[Nm]	17,1			34,3			60,0			137,1

Installation parameters¹⁾
Anchor diameter		[mm]	M12				M16
Variable effective anchorage depths		h_ef	h_ef,var	h_ef,min	h_ef,max	h_ef,std	h_ef,var	h_ef,min	h_ef,max	h_ef,std
Variable effective anchorage depths		[mm]	h_ef	50	125	70	h_ef	65	160	85
Embedment depth	h_nom	[mm]	h_ef+10	60	135	80	h_ef+14	79	174	99
Minimum member thicknesses	h_min	[mm]	max (1.5·h_ef; 100)	100	187,5	105	max (1.5·h_ef; 120)	120	240	127,5
Minimum spacing	s_min	[mm]	50				65
Minimum edge distance	c_min	[mm]	55				65

Installation parameters¹⁾
Anchor diameter		[mm]	M8				M10
Variable effective anchorage depths		h_ef	h_ef,var	h_ef,min	h_ef,max	h_ef,std	h_ef,var	h_ef,min	h_ef,max	h_ef,std
Variable effective anchorage depths		[mm]	h_ef	35	90	45	h_ef	40	100	60
Embedment depth	h_nom	[mm]	h_ef+8	43	98	53	h_ef+9	49	109	69
Minimum member thicknesses	h_min	[mm]	max (1.5·h_ef; 80)	80	135	80	max (1.5·h_ef; 80)	80	150	90
Minimum spacing	s_min	[mm]	35				40
Minimum edge distance	c_min	[mm]	40				45
Nominal drill ∅	d₀	[mm]	8				10