Fixanchor W-FA/F

Name: Fixanchor W-FA/F
Brand: Würth
SKU: 5932910175

Fixanchor W-FA steel hot dip galvanized
ANC-(W-FA/F)-(HDG)-100/106-M10X175

Art.-no. 5932910175

EAN 4099617009540

All versions

Prices for customers after login

Fixanchor W-FA/F

Art.-no. 5932910175

Prices for customers after login

Quantity

x 50 pcs

Exclusively for trade customers

Stud anchor for standard applications in non-cracked concrete. Hot-dip galvanised steel

Proof of Performance

ETA-02/0001 for individual fixing point, option 7, uncracked concrete

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-02/0001 for individual fixing point, option 7, uncracked concrete

Product information

Würth Catalogue

Datasheets(X)

Certificates/ Documents

Application area

Individual fixing point: Normal weight concrete C20/25 to C50/60 (uncracked concrete)

Suitable for fastening metal structures, metal profiles, brackets, base plates, supports, cable conduits, pipes, wooden structures, beams, purlins etc.

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

The anchor may be used for anchorages with predominantly static loads (e.g. tare weight, fittings, stored materials) or quasi-static loads (e.g. façades, staircase railings)


Material	Steel
Surface	Hot dip galvanized
Max. attachment height reduced (t fix, red)	106 mm

Performance data
Anchor diameter [mm]			M6		M8		M10		M12		M16		M20
F90 [kN]	0,3	-	0,5	-	0,8	-	1,2	-	2,2	-	3,6	-
F120 [kN]	0,25	-	0,4	-	0,6	-	0,9	-	1,7	-	2,75	-
Standard effective anchorage depth/reduced effective anchorage depth		h_ef/h_ef red [mm]	40	30	44	35	48	42	65	50	82	64	100	78
Admissible centric tension load¹⁾on an individual anchor without the influence of the edge distance	Compressive zone (uncracked concrete) C20/25²⁾, s ≥ 3 h_ef c ≥ 1.5 h_ef)	N_adm [kN] = C20/25^2⁾	4,1	2,9	5,7	5,0	7,6	6,5	12,6	8,5	17,8	12,3	24	16,5
Admissible shear load¹⁾on an individual anchor without the influence of the edge distance	Compressive zone (uncracked concrete C20/25²⁾, c ≥ 10 h_ef)	V_adm [kN] = C20/25^2⁾	2,9	2,9	6,3	5,0	8,0	6,5	14,3	8,5	23,6	23,6	37,1	33,1
Admissible bending moment		M_adm [Nm]	5,1	5,1	13,1	13,1	25,7	25,7	44,6	44,6	99,9	99,9	195	195
Fire resistance rating (W-FA/S)		F30 [kN]	0,9	-	1,4	-	2,2	-	3,2	-	6,0	-	10,0	-
		F60 [kN]	0,5	-	0,8	-	1,2	-	1,8	-	3,4	-	5,25	-
		¹⁾ The partial safety factors of the resistances regulated in the approval and a partial safety factor of the actions of γ_F = 1.4 have been taken into account. For information on combining tensile and shear loads, on the influence of the edge distance, and on anchor groups, please refer to the European Technical Approval Guidelines (ETAG), Annex C. ²⁾ The concrete has normal reinforcement. Higher values are possible for higher concrete compressive strengths.

Individual fixing point
Anchor diameter [mm]		M6		M8		M10		M12		M16		M20
Uncracked concrete, option 7 (ETA-02/0001 - zinc-plated steel and hot-dip galvanised steel)
Standard effective anchorage depth/reduced effective anchorage depth	hef/hef,red [mm]	40	30	44	35	48	42	65	50	82	64	100	78
Axis distance	s_cr,N [mm]	120	90	132	105	144	126	195	150	246	192	300	234
Edge distance	c_cr,N [mm]	60	45	66	53	72	63	98	75	123	96	150	117
Minimum axis distance	s_min [mm]	35	35	40	40	55	55	75	100	90	100	105	140
Minimum edge distance	c_min [mm]	40	40	45	45	65	65	90	100	105	100	125	140
Minimum member thickness	h_min [mm]	100	80	100	80	100	100	130	100	170	130	200	160

Characteristic values
Embedment depth	h_nom/h_nom,red[mm]	49	39	56	47	62	56	82	67	102	84	121	99
Nominal drill ∅	d₀ [mm]	6	6	8	8	10	10	12	12	16	16	20	20
Drill cutting ∅	d_cut ≤ [mm]	6,4	6,4	8,45	8,45	10,45	10,45	12,5	12,5	16,5	16,5	20,55	20,55
Drill hole depth	h₁/_h1,red ≥ [mm]	55	45	65	55	70	65	90	75	110	95	130	110
Through hole in the component being connected	d_f ≤ [mm]	7	7	9	9	12	12	14	14	18	18	22	22
Torque while installing anchor (W-FA/S, zinc-plated steel)	T_inst = [Nm]	8	8	15	15	30	30	50	50	100	100	200	200
Torque while installing anchor (W-FA/F, hot-dip galvanised steel)	T_inst = [Nm]	-	-	15	15	30	30	40	40	90	90	120	120