a drawing of a hook with measurements including rd lth and ds
a drawing of a hook with measurements including rd lth and ds
a drawing of a metal pipe with measurements on a white background .
a drawing of a worm being pulled out of a hole
a black and white drawing of a hook in a box
an isometric drawing of a pipe with the word hmin at the bottom
1 of 6
All Products

Waved Anchor Short BZP

WAS

BZP wavy tail anchor: ideal for precast beams, offers high load capacity without reinforcement. Available in SS variant.

Geometry

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SKU

Rd [mm]

Diameter

L [mm]

Length

Lth [mm]

Screw in depth

Ds [mm]

Socket rebar dim

t [tn]

Load group
WAS-12-108
12
108
22
8
0.5
WAS-16-167
16
167
27
12
1.2
WAS-20-187
20
187
35
14
2
WAS-24-240
24
240
43
16
2.5
WAS-30-300
30
300
56
20
4
WAS-36-380
36
380
69
25
6.3
WAS-42-450
42
450
80
28
8

Load Data

360
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a black and white drawing of a hook in a box
an isometric drawing of a pipe with the word hmin at the bottom
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SKU

Installation Parameters

Max. Load Capacity (C15)

Installed Parallel

Hmin [mm]

Min. element thickness

cmin [mm]

Min. edge distance

Fᵥ [kN]

Axial load up to 10°

Fₛ [kN]

Angled load 10° to 45°

Fq [kN]

Shear load 45° to 90°

Fᵥ [kN]

Axial load up to 10°

Fₛ [kN]

Angled load 10° to 45°

Fq [kN]

Shear load 45° to 90°
WAS-12-108
140
95
5
5
4.3
-
-
-
WAS-16-167
195
135
14.4
12
13.4
-
-
-
WAS-20-187
100
250
14.6
14.6
9
-
-
-
125
250
18.2
18.2
11.9
-
-
-
150
250
21.6
21.6
13.5
-
-
-
175
250
24.8
24.8
15.8
-
-
-
WAS-24-240
100
300
18.4
16.7
9
-
-
-
150
300
26.5
22.6
13.5
-
-
-
175
300
28.5
26.6
15.8
-
-
-
200
300
30.5
30.5
18
-
-
-
WAS-30-300
125
350
23.8
23.8
17.8
-
-
-
150
350
28.5
28.5
21.4
-
-
-
175
350
33
33
25
-
-
-
200
350
37.4
37.4
28.5
-
-
-
250
350
46.1
46.1
35.7
-
-
-
WAS-36-380
150
500
39.9
39.4
20.2
-
-
-
175
500
46.6
45.9
24.6
-
-
-
200
500
57.4
52.5
28.6
-
-
-
225
500
68.3
59
32.2
-
-
-
250
500
75.3
65.6
35.7
-
-
-
WAS-42-450
175
500
68.9
63.5
24.5
-
-
-
200
500
78.8
72.6
28
-
-
-
225
500
88.6
75.6
35.5
-
-
-
250
500
95.5
80.7
40.8
-
-
-
300
500
100.5
96.8
45
-
-
-
All capacities may be extrapolated for different concrete strengths 'C' by multiplying the 15N capacities by √(C/15), but limited by maximum stated values for each lifter/loadcase Values in italics require reinforcement which may be difficult to fit within wall thickness THE ABOVE TABLE APPLY TO CFS SUPPLIED WAVY TAILS ONLY.

Materials

Component

Material

Description

Socket
Carbon steel
Threaded sleeve made of precision tube according to EN 10305

Resources

WAS Technical Datasheet

PDF
0.96mb
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Lifting Systems Design Criteria

PDF
4.08mb
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Lifting Systems Catalogue

PDF
8.44mb
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