Fixanchor W-FAZ/S

Name: Fixanchor W-FAZ/S
Brand: Würth
SKU: 5928210030

Fixanchor W-FAZ steel zinc plated
ANC-(W-FAZ/S)-(A2K)-30-50-M10X110

Art.-no. 5928210030

EAN 4046777101300

All versions

Specification

Bolt anchor for high loads in cracked and non-cracked concrete. Steel, zinc-plated

High loads, small distance and edge distance

Immediate load-bearing capacity, no waiting times

Time-saving in-place installation

Reduced effective anchorage depth

Minimised drilling, time-saving

Versatile applications

Proof of Performance

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

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

Application area

Individual fixing point with approval

Standard 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/S may only be used in dry indoor room conditions

Technical information

Metric anchor diameter	M10
Anchor length (l)	110 mm
Attachment height (t fix)	30 mm
Max. attachment height reduced (t fix, red)	50 mm
Effective anchoring depth (h ef)	60 mm
Effective anchoring depth reduced (h ef, red)	40 mm
Width across flats	17 mm
Nominal drill-bit diameter (d 0)	10 mm
Drill hole depth (h 1)	75 mm
Drill hole depth reduced (h 1, red)	55 mm
Material	Steel
Surface	Zinc plated
Torque during anchoring (T inst)	25 Nm
Through-hole in the component to be connected (d f)	12 mm
Approval	ETA-99/0011

Performance data
Anchor diameter [mm]			M8		M10		M12		M16		M20	M24	M27
Standard effective anchorage depth/ Reduced effective anchorage depth		h_ef/h_ef,red[mm]	46	35³⁾	60	40	70	50	85	65	100	115	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_ef c ≥ 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	21,1	24,0
	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	29,7	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⁾	7,0	7,0	11,5	10,4	17,1	14,5	31,4	21,6	37,1	59,2	67,1
	Compressive zone (uncracked concrete C20/25²⁾, c ≥ 10 h_ef)	V_adm [kN] = C20/25²⁾	7,0	7,0	11,5	11,5	17,1	17,1	31,4	30,2	37,1	65,1	94,1
Permissible bending moment		M_adm [Nm]	13,1	13,1	26,9	26,9	46,9	46,9	123,4	123,4	195,0	513,1	760,9
Admissible load when exposed to fire (R30, R60, R90, R120) see European Technical Assessment ETA-99/0011
Fire resistance rating		F30 [kN]	2,0	-	5,6	-	9,0	-	16,0	-	-	-	-

Characteristic values
Anchor diameter [mm]		M8		M10		M12		M16		M20	M24	M27
Standard effective anchorage depth/ Reduced effective anchorage depth	h_ef/h_ef,red[mm]	46	35³⁾	60	40	70	50	85	65	100	115	125
Embedment depth	h_nom [mm]	52	41	68	48	80	60	97	77	114	133	146
Axis distance	S_cr,N [mm]	138	105	180	120	210	150	255	195	300	345	375
Edge distance	C_cr,N [mm]	69	52,5	90	60	105	75	127,5	97,5	150	172,5	187,5
Standard minimum member thickness	h_std ≥ [mm]	100	_	120	_	140	_	170	_	200	230	250
Minimum axis distance Cracked concrete	s_min ≥ [mm]	40	_	45	_	60	_	60	_	95	100	125
Minimum axis distance Uncracked concrete	s_min ≥ [mm]	40	_	45	_	60	_	65	_	90	100	125