High-performance anchor with stud bolts W-HAZ-B/A4 - ANC-(W-HAZ/B)-A4-0-M16X137

High-performance anchor with stud bolts W-HAZ-B/A4 - ANC-(W-HAZ/B)-A4-0-M16X137 - 1

High-performance anchor with stud bolts W-HAZ-B/A4

Name: High-performance anchor with stud bolts W-HAZ-B/A4
Brand: Würth
SKU: 5932624101

High-performance anchor W-HAZ-B/A4 sst
ANC-(W-HAZ/B)-A4-0-M16X137

Art.-no. 5932624101

EAN 4052703212132

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High-performance anchor with stud bolts W-HAZ-B/A4

Art.-no. 5932624101

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Heavy-duty anchor for high loads in cracked and non-cracked concrete. Stainless steel A4

High load-bearing capacities

Time-saving push-through installation

Immediate load-bearing capacity – no waiting

Torque-controlled expanding A4 stainless steel anchor

Proof of Performance

ETA-02/0031 for individual attachment, option 1, cracked and non-cracked concrete, seismic performance category C1 and C2

Fire resistance: F30, F60, F90 and F120; exposure to fire according to DIN 1363-1:1999-10 (uniform temperature-time curve)

Fire resistance: R30, R60, R90 and R120; TR020 (included in ETA-02/0031)

Application area

Create the drill hole

Clean the drill hole

ETA-02/0031 for individual attachment, option 1, cracked and non-cracked concrete, seismic performance category C1 and C2

Fire resistance: F30, F60, F90 and F120; exposure to fire according to DIN 1363-1:1999-10 (uniform temperature-time curve)

Fire resistance: R30, R60, R90 and R120; TR020 (included in ETA-02/0031)

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 sizes M8-M16)

Examples include metal structures, metal profiles, brackets, base plates, supports, cable conduits, pipes, railings, machinery etc.

Individual fixing point without approval

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

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	M16
Anchor length (l)	137 mm
Max. attachment height (t fix)	0 mm
Width across flats	24 mm
Nominal drill-bit diameter (d 0)	24 mm
Drill hole depth (h 1)	130 mm
Effective anchoring depth (h ef)	100 mm
Material	Stainless steel A4

Performance data
Admissible load when exposed to fire (R30, R60, R90, R120) see European Technical Approval ETA-02/0031
Anchor diameter [mm]			M8	M10	M12	M16
Admissible centric tension load¹⁾ on an individual anchor without the influence of the edge distance	Tensile zone (cracked concrete C20/25²⁾, s ≥ 3 h_ef, c ≥ 1.5 h_ef)	N_adm [kN] = C20/25²⁾	4,3	7,6	12,3	17,1
	Compressive zone (uncracked concrete C20/25²⁾) minimum spacing and edge distances (s_cr,sp ≥ 3 h_ef, c_{cr, sp} ≥ 1.5 h_ef)	N_adm [kN] = C20/25²⁾	7,6	11,9	16,7	24,0
Admissible 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⁾	13.7/ 12.6	20.5/ 19.4	24.5/ 24.5	34.3/ 34.3
	Compressive zone (uncracked concrete C20/25²⁾, c ≥ 10 h_ef)	V_adm [kN] = C20/25²⁾	13.7/ 12.6	21.1/ 19.4	34.4/ 32.6	48.0/ 48.0
Admissible bending moment W-HAZ-B/A4/ W-HAZ-S/A4 and W-HAZ-SK/A4		M_adm [Nm]	14.9/ 11.9	29.7/ 23.8	52.6/ 42.1	132.6/ 106.2
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 and the influence of the edge distance and anchor groups, please refer to the European Technical Approval Guidelines (ETAG), Appendix C. ²⁾ The concrete has normal reinforcement. Higher values are possible for higher concrete compressive strengths.

Characteristic values
Anchor diameter [mm]			M8	M10	M12	M16
Nominal drill diameter		d₀[mm]	12	15	18	24
Diameter of cutting edges		d_{cut ≤} [mm]	12,5	15,5	18,5	24,55
Drill hole depth		h_{1 ≥} [mm]	80	95	105	130
Through hole in the component being connected		d_f ≤ [mm]	14	17	20	26
Torque while installing anchor	W-HAZ-B/A4	T_inst = [Nm]	35	55	90	170
	W-HAZ-S/A4		30	50	80	170
	W-HAZ-SK/A4		17,5	42,5	50	-
Minimum spacing		s_min ≥ [mm]	50	60	70	80
Minimum spacing		for c ≥ [mm]	80	120	140	180
Spacing		S_cr,N [mm]	180	213	240	300
Minimum edge distance		c_min ≥ [mm]	50	60	70	80
Minimum edge distance		for s ≥ [mm]	80	120	160	200
Edge distance		c_cr,N [mm]	90	106,5	120	150
Minimum member thickness		h_min [mm]	120	140	160	200
Effective anchorage depth		h_ef [mm]	60	71	80	100