a drawing of a metal object with measurements including lth and ds
a drawing of a metal object with measurements including lth and ds
a drawing of a metal pipe with measurements on it
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Waved Anchor Long BZP

WAL

BZP Waved Anchor Long excels in lifting thin precast concrete panels and walls with superior axial capacity.

Features

Barbell

Long Anchorage

High capacity due to increased anchorage in concrete.
Grid Nine

Superior Testing

We have conducted extensive product testing to improve the load capacities of our products.
Arrows Out Cardinal

Wide Range

Wide product range to cover all load cases and installation requirements.

Geometry

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SKU

Load Class

Dimensions

T [tn]

Load group

Rd [mm]

Diameter

L [mm]

Length

Lth [mm]

Screw in depth

Ds [mm]

Socket rebar dim
WAL-12-137
0.5
12
137
22
8
WAL-16-216
1.2
16
216
27
12
WAL-20-257
2
20
257
35
14
WAL-24-360
2.5
24
360
43
16
WAL-30-450
4
30
450
56
20
WAL-36-570
6.3
36
570
69
25
WAL-42-620
8
42
620
80
8
WAL-52-880
12.5
52
880
90
28

Load Data

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SKU

Installation Parameters

Max. Load Capacity (C15)

Max. Load Capacity (C25)

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°
WAL-12-137
60
150
5
5
2.5
7
7
2.6
80
150
6.7
6.7
2.7
8.6
9.3
3.5
100
150
8.3
8.3
3.3
10.9
10.9
4.3
130
150
10.9
10.9
4.3
10.9
10.9
5.6
WAL-16-216
80
200
14.4
12
7.4
18.5
15.5
9.6
100
200
18
15
8
23.2
19.4
10.3
120
200
21.6
18
11.1
25.4
23.2
14
145
200
25.4
21.8
13.4
25.4
25.4
14
WAL-20-257
100
250
20
20
9
26
25.8
11.5
120
250
24
24
11.6
30.9
30.9
13.9
140
250
28
28
12.6
34.1
34.1
16.3
175
250
34.1
34.1
15.8
34.1
34.1
20.3
WAL-24-360
100
300
27.6
25
7
35.6
32.2
11.6
120
300
33.1
27
10.8
42.7
34.9
13.9
140
300
38.6
31.6
12.6
45.7
37.6
16.2
160
300
45.7
45.7
18
45.7
45.7
23.2
WAL-30-450
120
350
34.2
34.2
17.1
44.2
44.2
22.1
140
350
40
40
20
51.6
51.6
25.9
160
350
45.6
45.6
22.8
58.9
58.9
29.4
250
350
69.1
69.1
35.7
69.1
69.1
46.1
WAL-36-570
140
500
55.9
55.1
18.8
72.2
71.1
24.2
160
500
63.9
63
21.5
82.6
81.3
27.8
180
500
71.9
70.8
25.6
92.8
91.5
33.1
220
500
100.4
86.6
31.5
113
111.8
40.6
250
500
113
98.4
35.7
113
113
45.1
WAL-42-620
160
500
86.8
80
22.4
112
103.3
29
180
500
97.6
90
25.2
126
116.2
35.5
200
500
108.5
100
28
138.5
129
36.1
240
500
130.2
106.7
40
138.5
137.7
51.6
300
500
138.5
133.3
45
138.5
138.5
58.1
WAL-52-880
200
600
146.6
125
38
180
161.4
49
240
600
175.2
150
45.6
180
180
58.8
280
600
180
175
62.5
180
180
62.5
300
600
180
180
62.5
180
180
62.5
These tables show a typical situation and you should check if your situation is within these parameters. When your situation falls out of these parameters, please contact CFS for bespoke advice and calculations. The capacities are the same for both electroplated and stainless steel anchors. Where two or more sockets are in use, they should be spaced at a minimum of 2xCmin apart. Minimum reinforcement of two layers of 131mm2/m mesh. *Lifting loop capacity exceeded. Please contact CFS about the Rotating Eyes **Lifting loop and rotating eye capacity exceed. Please contact CFS. These tables are for situations where the socket is used as a lifting point. In that case, the reinforcement is always needed.

Materials

Component

Material

Description

Socket
Carbon steel
Threaded sleeve made of precision tube according to EN 10305
Reinforcement bars
Rebar
Rebar according to DIN 488

Resources

WAL Technical Datasheet

PDF
0.92mb
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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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