4628 JCP Tecnical Manual 2008 - BAPP · ThroughboltB.Z.P. Specification 2 Features 1 ThroughFixing...
Transcript of 4628 JCP Tecnical Manual 2008 - BAPP · ThroughboltB.Z.P. Specification 2 Features 1 ThroughFixing...
Technical Helpline 020 8546 6545 Technical Information
1
The JCP Technical Manual has been compiled to give a wide range ofinformation to allow anchors to be selected with the minimum of effort orcalculation. The selection of anchors can be a very complex task and thisManual is not intended to cover all situations or applications but to enablethe specifier to select a suitable product for their particular applicationwhere a simple approach can be used. Where a more complicatedapplication requires the use of Anchor Design Software this can beachieved by discussing the application with the JCP Technical Department.
To help understand the approach of this Technical Manual a numberof factors are explained below. These factors all influence the correctselection of a product and although not all factors will effect allapplications there is a need to understand how different circumstanceswill require a different approach.
Base MaterialAll loads are based on a good quality C20/25 concrete, properly supplied and
applied. C20/25 concrete has a minimum cylinder strength of 20MPa and a
cube strength of 25MPa. These figures are measured on a cylinder of 150mm
in diameter and 300 mm in height, or a cube of 150mm x 150mm x 150mm.
All figures are for uncracked concrete but figures for cracked concrete can be
obtained from the appropriate European Technical Approval where the anchors
are suitable for use in cracked concrete. Reference to the individual ETA’s will
give guidance on the level of approval.
Some anchors have data for brickwork but this is for guidance only. Due to the
variable nature of bricks care must be taken that they are of a suitable type
and strength for the product chosen.
Care must be taken to ensure the correct comparison is made between the
relevant loads. For an explanation of the different loads see the following section.
Tensile Load
Partial Safety Factor Approach
Average Failure Resistance
95%
Fractile Characteristic Resistance
Ym (Partial Safety Factor derived from tests)
Yf (1.4)
Design Resistance
Approved/Recommended Load
For applications not covered by the informationin this Technical Manual please contact the JCPTechnical Department on 020 8546 6545 or byemail to [email protected]
Ultimate Resistance The average
failure load of a minimum of 5 tests.
Characteristic Resistance 95% of all
ultimate loads reach or exceed this load.
Design Resistance Contains a Factor
of Safety derived from the test series and
should be compared with factored loads.
Approved (Recommended) LoadApproved Load comes from the ETA for
a product with an Approval and the
Recommended Load is for products that
do not have an ETA. Both contain an extra
element to include an installation safety
factor and should be compared with
unfactored loads.
Edge Distance – Tensile The Edge
Distance for an anchor takes into account
the amount of material between an anchor
and a free edge to provide sufficient
support for the Design Resistance of the
anchor. Where that Edge Distance is
reduced a Reduced Design Resistance is
given. These figures are for single anchors
A European Technical Approval on a
product is visible evidence that the
product has been independently tested
and assessed to a given standard as
laid down in the ETAG 001 Guidelines
For European Technical Approval: Metal
Anchors for use in Concrete. It also
provides a route for the product to
receive a CE Mark.
The Water Regulations Advisory
Scheme proves that the product has
been tested for use in contact with
Potable (Drinking) water.
Shear Load
Unfactored Load
Factored Load
Combined Load
For Combined Loads use the formula (Applied Tensile Load/Recommended
Tensile Load) + (Applied Shear Load/Recommended Shear Load) ≤ 1.0
uninfluenced by any other anchor or a
second edge.
Edge Distance – Shear Shear Loads
towards an edge are for single anchors
where the spacing between anchors is
greater than 3 times the Edge Distance.
The Design Resistance is reduced to take
into account closer edge distances but
care must be taken to ensure that the
edge of the concrete is in good condition
and subject to damage or pitting.
Spacing The loads given in the
Reduced Design Resistance table are
for a pair of anchor uninfluenced by
edge distance or any other anchors.
It should be noted that these loads
are per pair of anchors and not per
individual anchor.
Approved/Recommended LoadsWhere Unfactored loads are being
considered the loads shown in the
Reduced Design Resistance table
must be divided by 1.4.
Types of Load
SpecificationThroughbolt B.Z.P.
2
Features
1 Through Fixing
2 Suitable for dry internal use
3 Medium to Heavy Duty applications
4 Torque controlled expansion
5 Supplied pre-assembled for rapid
installation
Product Information
The Bright Zinc Plated Throughbolt is a
torque controlled through fixing suitable
for use in concrete from C20/25 to C50/60.
Zinc Plated and Yellow Passivated to a
minimum of 5µm it is suitable for use
in dry internal conditions together with
excellent load bearing capacities.
Position fixture and drill correct diameterhole to correct depth
Clean hole by brushing and blowing toremove all dust and drilling debris
Insert assembled anchor through fixtureinto concrete
Tighten anchor to Recommended Torque
1 2 3 4
Range Data
Part NumberThreadDiameter
mm
AnchorLength
mm
HoleDiameter
mm
MaximumFixture
Thicknessmm
FixtureClearenceHolemm
ThreadLength
mm
EmbedmentDepth
mm
MimimumHole Depth
mm
MinimumStructureThickness
mm
TighteningTorque
Nm
TB06045
6
45
6
5
7
20
30 35 100 6TB06055 55 15 30
TB06085 85 45 60
TB08050
8
50
8
5
9
20
35 40 100 10
TB08065 65 20 35
TB08080 80 35 50
TB08100 100 55 70
TB08130 130 85 85
TB10065
10
65
10
8
12
25
45 50 100 28TB10075 75 18 35
TB10090 90 33 50
TB10120 120 63 80
TB12080
12
80
12
5
14
30
60 65 100 34
TB12100 100 25 50
TB12120 120 45 70
TB12140 140 65 90
TB12180 180 105 90
TB16105
16
105
16
10
18
60
75 85 110 85TB16125 125 30 65
TB16150 150 55 90
TB16175 175 80 90
TB20130
20
130
20
20
22
60
85 100 130 160TB20160 160 50 60
TB20215 215 105 60
TB2418024
18024
4526
65105 120 160 280
TB24260 260 125 65
Installation Instructions
Technical Helpline 020 8546 6545 Throughbolt B.Z.P.
3
Influence of Concrete Strength
Steel Design Resistance for single anchor
Anchor Mechanical Properties
When using concrete factors check all other information to ensure Steel Tensile and Shear Resistance is not exceeded
M6 M8 M10 M12 M16 M20 M24
Tensile Strength N/mm² 500 500 500 500 400 400 400
Yield Strength N/mm² 400 400 400 400 240 240 240
Nut A/F mm 10 13 17 19 24 30 36
Washer Diameter mm 12 17 21 24 30 37 44
M6 M8 M10 M12 M16 M20 M24
Tension kN 5.9 10.9 17.4 25.4 36.0 56.0 81.0
Shear kN 4.3 7.9 12.5 18.3 26.0 40.6 58.5
Concrete Strength C20/25 C25/30 C30/37 C40/50 C45/55 C50/60
Cylinder N/mm² 20 25 30 40 45 50
Cube N/mm² 25 30 37 50 55 60
Factor 1.0 1.1 1.22 1.41 1.48 1.55
Performance Data (20/25 Concrete)
Thread Diametermm
Characteristic ResistancekN
Design ResistancekN
Recommended LoadkN
Spacingmm
Edge Distancemm
Tensile Shear Tensile Shear Tensile Shear Tensile & Shear Tensile Shear
6 5.4 5.1 3.6 4.1 2.6 2.9 70 50 60
8 6.0 9.3 4.0 7.4 2.9 5.3 75 50 90
10 9.6 13.4 6.4 10.7 4.6 7.7 105 55 105
12 15.0 20.6 10.0 16.5 7.1 11.8 140 70 130
16 19.8 34.6 13.2 26.0 9.4 18.6 165 85 160
20 26.1 54.0 17.4 40.6 12.4 29.0 195 100 200
24 34.2 77.8 22.8 58.5 16.3 41.8 240 120 240
Shear Loads towards a free edge are for single anchors where Spacing ≥ 3 x Edge Distance
Reduced Design Resistance (kN) • Divide Loads by 1.4 for Recommended Loads
Edge Distance (C20/25 Concrete) for single anchorsEdgemm
Tensile Resistance Shear Resistance
M6 M8 M10 M12 M16 M20 M24 M6 M8 M10 M12 M16 M20 M24
40 3.1 3.4 2.7
45 3.3 3.7 5.6 3.0
50 3.6 4.0 6.0 8.0 3.4 4.1
55 6.4 8.5 9.9 3.7 4.5
60 9.0 10.5 12.5 4.1 4.9 6.1
70 10.0 11.6 13.7 5.7 7.1
85 13.2 15.6 18.1 7.0 8.6
90 16.2 18.8 7.4 9.1 11.4
100 17.4 20.1 10.2 12.7
105 20.8 10.7 13.3 17.1
120 22.8 15.2 19.5 24.4
130 16.2 21.1 26.4
150 24.4 30.5 36.6
160 26.0 32.5 39.0
180 36.5 43.9
190 38.6 46.3
200 40.6 48.8
220 53.6
240 58.5
Spacing (C20/25Concrete)Spacingmm
Tensile Resistance per Pair of Anchors
M6 M8 M10 M12 M16 M20 M24
50 6.2
60 6.7 7.2
65 6.9 7.5 10.4
70 7.2 7.7 10.7
75 8.0 11.0 15.4
85 11.6 16.1
100 12.5 17.1 21.2
105 12.8 17.5 21.6
115 18.2 22.4
130 19.3 23.6 29.0
140 20.0 24.4 29.9
150 25.2 30.8 37.1
165 26.4 32.1 38.5
175 33.0 39.4
185 33.9 40.4
195 34.8 41.3
220 43.7
240 45.6
SpecificationApproved Throughbolt
4
Features
1 Through Fixing
2 Suitable for dry internal use
3 Medium to Heavy Duty applications
4 Torque controlled expansion
5 Supplied pre-assembled for rapid
installation
6 Embedment mark for correct
installation
Product Information
The AWA Throughbolt is a torque
controlled through fixing suitable
for use in concrete over C20/25.
Zinc Plated and Clear Passivated
to a minimum of 5µm it is suitable
for use in dry internal conditions and
has a European Technical Approval.
Installation Instructions
Range Data
Part NumberThreadDiameter
mm
AnchorLength
mm
HoleDiameter
mm
MaximumFixture
Thicknessmm
FixtureClearenceHolemm
ThreadLength
mm
EmbedmentDepth
mm
MimimumHole Depth
mm
MinimumStructureThickness
mm
TighteningTorque
Nm
AWA060606
606
27
2650 55 100 7
AWA06080 80 22 46
AWA08075
8
75
8
5
9
38
60 65 100 20AWA08090 90 19 53
AWA08115 115 45 78
AWA08130 130 60 93
AWA10090
10
90
10
10
12
49
67 70 110 35AWA10120 120 40 79
AWA10150 150 70 109
AWA12110
12
110
12
18
14
58
77 85 130 60AWA12140 140 48 88
AWA12160 160 68 108
AWA12180 180 88 128
AWA16125
16
125
16
5
18
60
104 110 168 120AWA16145 145 23 80
AWA16170 170 48 105
AWA20170 20 170 20 23 22 102 125 135 206 240
1 2 3 4
The concrete to be well compacted, e.g.without significant voids. Drill to theminimum depth and diameter specified
Thoroughly clean the hole by brushingand blowing to remove all dust anddrilling fragments
With the nut and washer in placehammer the anchor through the fixtureinto the hole to the depth mark
Tighten anchor to Recommended Torque
Technical Helpline 020 8546 6545 Approved Throughbolt
5
Influence of Concrete Strength
Steel Design Resistance for single anchor
Anchor Mechanical Properties
When using concrete factors check all other information to ensure Steel Tensile and Shear Resistance is not exceeded
M6 M8 M10 M12 M16 M20
Tensile Strength N/mm² 510 510 510 490 490 490
Yield Strength N/mm² 440 440 440 410 410 375
Nut A/F mm 10 13 17 19 24 30
Washer Diameter mm 12 16 20 24 30 37
M6 M8 M10 M12 M16 M20
Tension kN 7.7 16.4 25.6 35.4 65.0 104.0
Shear kN 5.1 9.3 14.7 20.6 38.4 56.2
Concrete Strength C20/25 C25/30 C30/37 C40/50 C45/55 C50/60
Cylinder N/mm² 20 25 30 40 45 50
Cube N/mm² 25 30 37 50 55 60
Factor 1 N/A N/A N/A N/A N/A
Performance Data (20/25 Concrete)
Thread Diametermm
Characteristic ResistancekN
Design ResistancekN
Approved LoadkN
Spacingmm
Edge Distancemm
Tensile Shear Tensile Shear Tensile Shear Tensile & Shear Tensile Shear
6 7.7 5.1 5.5 4.1 3.9 2.9 120 60 60
8 12.0 9.3 8.0 7.4 5.7 5.3 144 72 72
10 16.0 14.7 8.9 11.8 6.4 8.4 165 83 83
12 25.0 20.6 13.9 16.5 9.9 11.8 195 98 98
16 35.0 38.4 19.4 30.7 13.9 21.9 252 126 126
20 50.0 56.3 27.8 45.0 19.8 32.2 309 155 155
Shear Loads towards a free edge are for single anchors where Spacing ≥ 3 x Edge Distance
Reduced Design Resistance (kN) • Divide Loads by 1.4 for Recommended Loads
Edge Distance (C20/25 Concrete) for single anchorsEdgemm
Tensile Resistance Shear Resistance
M6 M8 M10 M12 M16 M20 M6 M8 M10 M12 M16 M20
50 5.1
55 5.3 3.4
60 5.5 4.1
65 7.6 6.1
70 7.9 8.3 7.0
75 8.0 8.5 7.4 9.7
80 8.7 11.0
85 8.9 12.9 11.8 12.4
90 13.3 13.9
95 13.6 15.5
100 13.9 16.5
110 18.2 23.3
113 18.6 25.5
120 19.0 27.9
126 19.4 30.7
135 26.1 34.2
140 26.4 36.9
145 27.0 39.6
150 27.2 42.3
155 27.8 45.0
Spacing (C20/25Concrete)Spacingmm
Tensile Resistance per Pair of Anchors
M6 M8 M10 M12 M16 M20
60 8.3
65 8.5 11.6
70 8.7 11.9 12.6
80 9.2 12.4 13.2
85 9.4 12.7 13.5 20.0
100 10.1 13.6 14.3 21.0
110 10.5 14.1 14.8 21.7 27.9
120 11.0 14.7 15.4 22.5 28.6
135 15.5 16.2 23.5 29.8
140 15.8 16.5 23.9 30.2 40.6
144 16.0 16.7 24.2 30.5 41.1
165 17.8 25.7 32.1 42.8
180 26.7 33.3 43.9
195 27.8 34.4 45.6
200 34.8 47.8
220 36.3 47.8
252 38.8 49.5
260 51.2
280 51.1
300 55.0
309 55.5
SpecificationThroughbolt SS A4-316
6
Features
1 Through Fixing
2 Suitable for indoor and outdoor use
3 Medium to Heavy Duty applications
4 Torque controlled expansion
5 Supplied pre-assembled for rapid
installation
Product Information
The Stainless Steel Throughbolt is
a torque controlled through fixing
suitable for use in concrete from
C20/25 to C50/60. Manufactured from
Grade A4-316 Stainless Steel it offers
good corrosion resistance outdoors
and in wet internal conditions together
with excellent load bearing capacities.
1 2 3 4
Installation Instructions
Range Data
Part NumberThreadDiameter
mm
AnchorLength
mm
HoleDiameter
mm
MaximumFixture
Thicknessmm
FixtureClearenceHolemm
ThreadLength
mm
EmbedmentDepth
mm
MimimumHole Depth
mm
MinimumStructureThickness
mm
TighteningTorque
Nm
TSS060406
406
5*7
16 30 35100 6
TSS06065 67 10 20 48 55
TSS08050
8
50
8
5*
9
25 35 45
100 15TSS08075 75 10 25
55 65TSS08095 95 30 25
TSS08120 120 55 25
TSS10060
10
60
10
10*
12
25 40 50
100 25
TSS10080 85 10 30
60 70TSS10100 105 30 30
TSS10125 125 50 30
TSS10175 175 100 30
TSS12085
12
95
12
10*
14
50 70 80
130 50
TSS12100 105 10 35
80 90TSS12115 115 20 35
TSS12145 145 50 35
TSS12200 200 105 80
TSS16110
16
115
16
15*
18
40 80 90
170 100TSS16125 130 10 40
98 110TSS16150 150 30 40
TSS16175 180 60 80
TSS2017020
18020
3522
45120 130 200 160
TSS20220 240 95 45
*Reduced Loading due to shallow embedment depths – Contact Technical Helpline
Position fixture and drill correct diameterhole to correct depth
Clean hole by brushing and blowing toremove all dust and drilling debris
Insert assembled anchor through fixtureinto concrete
Tighten anchor to Recommended Torque
Technical Helpline 020 8546 6545 Throughbolt SS A4-316
7
Influence of Concrete Strength
Steel Design Resistance for single anchor
Anchor Mechanical Properties
When using concrete factors check all other information to ensure Steel Tensile and Shear Resistance is not exceeded
M6 M8 M10 M12 M16 M20
Tensile Strength N/mm² 700 700 700 700 700 700
Yield Strength N/mm² 450 450 450 450 450 450
Nut A/F mm 10 13 17 19 24 30
Washer Diameter mm 12 17 21 24 30 37
M6 M8 M10 M12 M16 M20
Tension kN 6.6 12.0 20.0 29.3 58.6 79.7
Shear kN 5.6 9.6 11.2 21.6 40.0 61.4
Concrete Strength C20/25 C25/30 C30/37 C40/50 C45/55 C50/60
Cylinder N/mm² 20 25 30 40 45 50
Cube N/mm² 25 30 37 50 55 60
Factor 1 1.1 1.22 1.41 1.48 1.55
Performance Data (20/25 Concrete)
Thread Diametermm
Characteristic ResistancekN
Design ResistancekN
Approved LoadkN
Spacingmm
Edge Distancemm
Tensile Shear Tensile Shear Tensile Shear Tensile & Shear Tensile Shear
6 7.5 7.0 5.0 5.6 3.6 4.0 35 35 100
8 12.0 12.0 8.0 9.6 5.7 6.9 85 85 165
10 16.0 16.8 10.7 11.2 7.6 8.0 130 115 180
12 25.0 27.0 16.7 21.6 11.9 15.4 175 160 280
16 36.1 50.0 24.0 40.0 17.2 28.6 240 205 420
20 50.4 86.0 33.6 61.4 24.0 43.9 300 280 515
Shear Loads towards a free edge are for single anchors where Spacing ≥ 3 x Edge Distance
Reduced Design Resistance (kN) • Divide Loads by 1.4 for Approved Loads
Edge Distance (C20/25 Concrete) for single anchorsEdgemm
Tensile Resistance Shear Resistance
M6 M8 M10 M12 M16 M20 M6 M8 M10 M12 M16 M20
35 5.0 1.6
50 6.0 2.7 3.0
55 6.3 3.1 3.4 3.7
65 6.8 3.9 4.4 4.8
75 7.5 8.1 4.5 5.0 5.5 6.6
85 8.0 8.7 5.0 5.6 6.1 8.0 9.1
95 9.4 5.5 6.1 6.7 8.9 10.7
100 9.7 5.6 6.4 6.9 9.3 11.6 13.0
115 10.7 13.3 7.2 7.8 10.4 13.6 16.0
125 14.1 7.7 8.4 11.2 14.6 18.1
135 14.8 8.2 8.9 11.9 15.5 20.2
160 16.7 20.0 9.4 10.3 13.7 17.9 23.2
165 20.4 9.6 10.5 14.1 18.4 23.8
170 20.9 10.8 14.4 18.8 24.4
180 21.8 11.2 15.1 19.8 25.6
200 23.6 26.7 16.5 21.6 28.0
205 24.0 26.8 16.9 22.0 28.6
230 29.0 18.6 24.2 31.4
250 30.8 19.9 26.0 33.7
280 33.6 21.6 28.5 37.0
300 30.2 39.2
320 31.9 41.4
370 36.0 46.7
420 40.0 51.9
470 57.0
470 60.0
515 61.4
Spacing (C20/25Concrete)Spacingmm
Tensile Resistance per Pair of Anchors
M6 M8 M10 M12 M16 M20
35 10.0 12.4
40 12.8
45 13.2 14.7
50 13.5 15.1
60 14.3 15.8 23.0
65 14.6 16.2 23.5
75 15.4 17.0 24.4
80 15.8 17.4 24.8 32.1
85 16.0 17.8 25.3 32.6
100 18.9 26.6 34.1 44.8
105 19.3 27.1 34.6 45.4
110 19.7 27.5 35.1 45.9
115 20.1 28.0 35.6 46.5
130 21.3 29.4 37.1 48.2
150 31.2 39.1 50.4
175 33.3 41.6 53.2
200 44.1 56.0
215 45.6 57.7
230 47.1 59.4
240 48.1 60.5
270 63.8
300 67.2
SpecificationThroughbolt HDG
8
Product Information
The Hot Dipped Galvanised Throughbolt
is a torque controlled through fixing
suitable for use in concrete from C20/25
to C50/60. The Hot Dipped Galvanised
finish to a minimum thickness of 42µm
offers good corrosion resistance together
with excellent load bearing capacities.
1 2 3 4
Features
1 Through Fixing
2 Suitable for indoor and outdoor use
3 Medium to Heavy Duty applications
4 Torque controlled expansion
5 Supplied pre-assembled for rapid
installation
Installation Instructions
Range Data
Part NumberThreadDiameter
mm
AnchorLength
mm
HoleDiameter
mm
MaximumFixture
Thicknessmm
FixtureClearenceHolemm
ThreadLength
mm
EmbedmentDepth
mm
MimimumHole Depth
mm
MinimumStructureThickness
mm
TighteningTorque
Nm
TG08050
8
50
8
5*
9
22 35 45
100 15TG08075 75 10 25
55 65TG08095 95 30 25
TG08120 120 55 25
TG10060
10
60
10
10*
12
2540 50
100 30
TG10070 70 20* 30
TG10080 85 10 30
60 70TG10100 105 30 30
TG10125 125 50 30
TG12085
12
95
12
10*
14
50 70 80
130 50
TG12100 110 15 35
80 90TG12115 115 20 35
TG12145 145 50 35
TG12180 180 85 80
TG16110
16
115
16
15*
18
40 80 90
170 100TG16125 130 10 40
100 110TG16150 150 30 40
TG16200 200 80 40
TG20170
20
180
20
35
22
45
120 130 200 200TG20220 220 75 45
TG20280 240 135 45
*Reduced Loading due to shallow embedment depths – Contact Technical Helpline
Position fixture and drill correct diameterhole to correct depth
Clean hole by brushing and blowing toremove all dust and drilling debris
Insert assembled anchor through fixtureinto concrete
Tighten anchor to Recommended Torque
Technical Helpline 020 8546 6545 Throughbolt HDG
9
Influence of Concrete Strength
Steel Design Resistance for single anchor
Anchor Mechanical Properties
When using concrete factors check all other information to ensure Steel Tensile and Shear Resistance is not exceeded
M8 M10 M12 M16 M20
Tensile Strength N/mm² 560 660 660 560 560
Yield Strength N/mm² 475 560 560 475 475
Nut A/F mm 13 17 19 24 30
Washer Diameter mm 17 21 24 30 37
M8 M10 M12 M16 M20
Tension kN 11.3 18.6 26.6 42.5 66.8
Shear kN 8.8 13.6 20.0 33.0 51.8
Concrete Strength C20/25 C25/30 C30/37 C40/50 C45/55 C50/60
Cylinder N/mm² 20 25 30 40 45 50
Cube N/mm² 25 30 37 50 55 60
Factor 1 1.1 1.22 1.41 1.48 1.55
Performance Data (20/25 Concrete)
Thread Diametermm
Characteristic ResistancekN
Design ResistancekN
Recommended LoadkN
Spacingmm
Edge Distancemm
Tensile Shear Tensile Shear Tensile Shear Tensile & Shear Tensile Shear
8 12.0 11.0 8.0 8.8 5.7 6.3 85 85 150
10 16.0 16.7 10.7 11.2 7.6 8.0 130 115 180
12 25.0 25.0 16.7 20.0 11.9 14.3 175 155 250
16 35.0 44.0 23.3 33.1 16.6 23.6 215 190 320
20 50.0 69.0 33.3 51.9 23.8 37.1 300 250 420
Shear Loads towards a free edge are for single anchors where Spacing ≥ 3 x Edge Distance
Reduced Design Resistance (kN) • Divide Loads by 1.4 for Recommended Loads
Edge Distance (C20/25 Concrete) for single anchorsEdgemm
Tensile Resistance Shear Resistance
M8 M10 M12 M16 M20 M8 M10 M12 M16 M20
50 6.0 3.0
55 6.3 3.4
65 6.8 7.4 4.4 4.8
75 7.5 8.1 5.0 5.5
85 8.0 8.7 5.6 6.1
95 9.4 12.1 6.1 6.7 8.9
105 10.1 12.8 16.1 6.6 7.2 9.7 12.5
115 10.7 13.6 16.9 7.2 7.8 10.4 14.2
125 14.4 17.7 21.4 7.7 8.4 11.2 15.3 18.1
135 15.1 18.6 22.3 8.2 8.9 11.9 16.3 20.2
150 16.4 19.9 23.7 8.8 9.7 13.0 17.8 22.0
155 16.7 20.3 24.1 10.0 13.4 18.2 22.6
180 22.6 26.5 11.2 15.1 20.7 25.6
190 23.3 27.4 15.8 21.6 26.8
210 29.4 17.2 23.5 29.1
230 31.5 18.6 25.4 31.4
250 33.3 20.0 27.2 33.7
275 29.4 36.5
300 31.6 39.2
320 33.1 41.4
370 46.7
420 51.9
Spacing (C20/25Concrete)Spacingmm
Tensile Resistance per Pair of Anchors
M8 M10 M12 M16 M20
50 13.5
60 14.3 15.8
65 14.6 16.2
70 15.0 16.6
80 15.8 17.4 24.8
85 16.0 17.8 25.3
100 18.9 26.6 35.1
105 19.3 27.1 35.6 45.4
115 20.1 28.0 36.6 46.5
130 21.3 29.4 38.1 48.2
150 31.2 40.2 50.4
175 33.3 42.7 53.2
200 45.2 56.0
215 46.7 57.7
230 59.4
250 61.6
275 64.4
300 66.7
Range Data
Part NumberThreadDiameter
mm
AnchorLength
mm
HoleDiameter
mm
MaximumFixture
Thicknessmm
FixtureClearenceHolemm
EmbedmentDepth
mm
HoleDepth
mm
MinimumStructureThickness
mm
TighteningTorque
Nm
JAB060506
505
207 30 35 60 15
JAB06075 75 45
JAB08030
8
30
6
5
10
25 35
60
25
JAB08050 50 20
30
40JAB08075 75 45
JAB08100 100 70
55 100JAB08130 130 100
JAB08150 150 120
JAB08050CS 50 20
30
40 60JAB08075CS 75 45
JAB08100CS 100 70
55 100JAB08130CS 130 100
JAB08150CS 150 120
JAB10060
10
60
8
20
12 40 55 90 40JAB10075 75 35
JAB10100 100 60
JAB10150 150 110
JAB12060
12
60
10
10
14 50 70 110 60JAB12075 75 25
JAB12100 100 50
JAB12150 150 100
JAB14075
14
75
12
15
16 60 85 125 80
JAB14100 100 40
JAB14130 130 70
JAB14150 150 90
JAB14200 200 140
JAB18100
18
100
16
20
20 80 105 140 100JAB18150 150 70
JAB18200 200 120
SpecificationAnkerbolt
10
Features
1 Hardened Self-Tapping screw
2 Suitable for most materials
3 Removable
4 Wide range of sizes
Product Information
The Ankerbolt is a specially hardened
screw with a double profile thread
which cuts its own thread in the base
material. Suitable for use in solid
concrete, hollow concrete, bricks,
dense blocks and most natural stone.
Zinc plated and clear passivated
minimum 5µm.
1 2 3 4
Installation Instructions
Position fixture and drill correct diameterhole to correct depth
Remove all dust by brushing and blowing Insert Ankerbolt through fixture and screwdown using a downward pressure
Tighten Ankerbolt to Recommended Torque
Technical Helpline 020 8546 6545 Ankerbolt
11
Performance Data (20/25 Concrete)
Thread Diametermm
Characteristic ResistancekN
Design ResistancekN
Recommended LoadkN
Spacingmm
Edge Distancemm
Tensile Shear Tensile Shear Tensile Shear Tensile & Shear Tensile Shear
6 3.0 5.8 1.4 4.6 1.0 3.3 90 45 60
8 6.0 6.3 2.7 5.0 1.9 3.6 100 50 80
10 9.0 15.0 4.1 12.0 2.9 8.6 120 60 90
12 13.5 25.0 6.1 20.0 4.4 14.3 170 80 120
14 19.5 33.8 8.9 27.0 6.3 19.3 200 90 140
18 26.4 42.5 12.0 34.0 8.6 24.3 260 120 160
Shear Loads towards a free edge are for single anchors where Spacing ≥ 3 x Edge Distance
Edge Distance (C20/25 Concrete) for single anchorsEdgemm
Tensile Resistance Shear ResistanceM6 M8 M10 M12 M14 M18 M6 M8 M10 M12 M14 M18
35 1.240 1.3 2.3 3.145 1.4 2.5 3.4 3.5 2.850 2.7 3.6 4.5 3.8 3.1 6.755 3.9 4.8 6.5 4.2 3.4 7.360 4.1 5.0 6.8 7.8 4.6 3.8 8.0 10.070 5.6 7.5 8.5 4.4 9.3 11.780 6.1 8.2 9.2 5.0 10.7 13.390 8.9 9.9 12.0 15.0 17.4100 10.6 16.7 19.3110 11.3 18.3 21.2120 12.0 20.0 23.1125 24.1 26.6130 25.1 27.6140 27.0 29.8150 31.9160 34.0
Spacing (C20/25 Concrete)Spacingmm
Tensile Resistance per Pair of AnchorsM6 M8 M10 M12 M14 M18
40 2.045 2.1 3.950 2.2 4.155 2.3 4.2 6.060 2.3 4.4 6.270 2.5 4.6 6.5 8.680 2.6 4.9 6.8 9.090 2.8 5.1 7.2 9.3100 5.4 7.5 9.7 13.4120 8.2 10.4 14.2 17.5130 10.8 14.7 18.0140 11.1 15.1 18.5150 11.5 15.6 18.9160 11.8 16.0 19.4170 12.2 16.5 19.8180 16.9 20.3200 17.8 21.2220 22.2240 23.1260 24.0
Reduced Design Resistance (kN) • Divide Loads by 1.4 for Recommended Loads
Influence of Concrete Strength
When using concrete factors check all other information to ensure Steel Tensile and Shear Resistance is not exceeded
M6 M8 M10 M12 M14 M18
Tensile Strength N/mm² 800 800 800 800 800 800
Yield Strength N/mm² 600 600 600 600 600 600
Bolt A/F mm 8 10 15 17 19 27
Flange Diameter mm 11 14
M6 M8 M10 M12 M14 M18
Tension kN 4.9 8.7 13.9 20.3 29.3 49.2
Shear kN 4.6 5.0 12.0 20.0 27.0 34.0
Concrete Strength C20/25 C25/30 C30/37 C40/50 C45/55 C50/60
Cylinder N/mm² 20 25 30 40 45 50
Cube N/mm² 25 30 37 50 55 60
Factor 1.00 1.10 1.22 1.41 1.48 1.55
Anchor Mechanical Properties
Anchor Mechanical Properties
SpecificationSleeve Anchor Hex Nut
12
Features
1 All Steel Anchor
2 Through fixing
3 Optimum collapse feature to ensuremaximum clamping force
4 Stainless Steel Sleeve available
Product Information
The Sleeve Anchor is an all steel,
thin walled, through fixing for general
purpose applications. Suitable for fixing
into Concrete, Solid Brick, Dense
Blockwork and some Natural Stone.
Finish available: Zinc Plated and Yellow
Passivated min 5µm and Stainless Steel
Grade A4-316.
1 2 3 4
Stud DataPart Number ThreadDiameter
mm
Drill HoleDiameter
mm
AnchorLength
mm
MaximumFixture
Thicknessmm
EmbedmentDepth
mm
MaximumHoleDepthmm
FixtureClearanceHolemm
MinimumStructureThickness
mm
TighteningTorque
NmHex Nut BZP Hex Nut SS
SLSS06060 4.5 6 60 25 30 35 7 50 10
SLN08040 SLSS08040
6 8
40 8* 30 35
9 60 20SLN08065 SLSS08065 65 3035 40
SLN08085 85 50
SLN10050 SLSS10050
8 10
50 8
40 45 12 70 40SLN10075 SLSS10075 75 35
SLN10100 SLSS10100 100 60
SLN10125 125 80
SLN12060 SLSS12060
10 12
60 10* 45 50
14 90 65SLN12075 SLSS12075 75 22
50 60SLN12100 SLSS12100 100 45
SLN12125 125 70
SLN16065
12 16
65 12* 50 60
18 95 90SLN16110 110 4955 65
SLN16150 150 90
SLN20080
16 20
80 14
60 70 22 100 165SLN20110 110 47
SLN20150 150 90
Installation Instructions
*Reduced Loading due to shallow embedment depths – Contact Technical Helpline
Position fixture and drill correct diameterhole to correct depth
Clean out hole by brushing and blowingto remove drilling debris and dust
Insert Sleeve Anchor through fixture intodrilled hole
Tighten Anchor to Recommended Torque
Range Data
Technical Helpline 020 8546 6545 Sleeve Anchor Hex Nut
13
Influence of Concrete Strength
Steel Design Resistance for single anchor
Anchor Mechanical Properties
When using concrete factors check all other information to ensure Steel Strength and Pull out Resistance is not exceeded
M6 M8 M10 M12 M16 M20
Tensile Strength N/mm² 400 400 400 400 400 400
Yield Strength N/mm² 240 240 240 240 240 240
Nut A/F mm 10.0 13.0 17.0 19.0 24.0
Washer Diameter mm 12.0 17.0 21.0 24.0 30.0
Loads for solid Brickwork (20.5N/mm²)
Anchor Diameter Recommended Load kN
M6 0.6
M8 1.1
M10 1.5
M12 2.2
M16 2.5
Loads for Concrete Blocks (7N/mm²)
Anchor Diameter Recommended Load kN
M6 0.5
M8 0.8
M10 1.0
M12 1.4
M16 1.9
Concrete Strength C20/25 C25/30 C30/37 C40/50 C45/55 C50/60
Cylinder N/mm²
Increased concrete strength factors cannot be used with this anchorCube N/mm²
Factor
Performance Data (20/25 Concrete)
Anchor Diametermm
Characteristic ResistancekN
Design ResistancekN
Recommended LoadkN
Spacingmm
Edge Distancemm
Tensile Shear Tensile Shear Tensile Shear Tensile & Shear Tensile Shear
6 5.4 4.0 2.6 2.2 1.8 1.6 80 40 60
8 6.6 4.5 3.1 2.5 2.2 1.8 90 45 80
10 10.2 8.3 4.9 4.6 3.4 3.3 100 50 100
12 12.6 13.3 6.0 7.4 4.2 5.3 130 65 120
16 15.0 19.3 7.1 10.7 5.0 7.7 140 70 160
20 17.7 36.0 8.4 20.0 5.9 14.3 150 75 200
Shear Loads towards a free edge are for single anchors where Spacing ≥ 3 x Edge Distance
Edge Distance (C20/25 Concrete) for single anchorsEdgemm
Tensile Resistance Shear ResistanceM8 M10 M12 M16 M20 M24 M8 M10 M12 M16 M20 M24
35 2.440 2.6 2.9 1.545 3.1 4.6 1.750 4.9 5.0 1.8 1.660 5.7 6.4 2.2 1.965 6.0 6.7 7.6 2.070 7.1 8.0 2.2 3.275 8.4 2.3 3.580 2.5 3.7 4.990 4.1 5.6100 4.6 6.2 6.7120 7.4 8.0140 9.4 14.0160 10.7 16.0180 18.0200 20.0
Spacing (C20/25 Concrete)Spacingmm
Tensile Resistance per Pair of AnchorsM8 M10 M12 M16 M20 M24
50 4.255 4.460 4.665 4.7 5.370 4.9 5.575 5.0 5.780 5.2 5.9 8.885 6.0 9.190 6.2 9.3 10.295 9.6 10.4100 9.8 10.6 12.2110 11.1 12.7 14.6120 11.5 13.2 15.1130 12.0 13.7 15.7140 14.2 16.2150 16.8
Reduced Design Resistance (kN) • Divide Loads by 1.4 for Approved Loads
M6 M8 M10 M12 M16 M20
Tension kNNot Applicable
Shear kN
Loads are for any direction
Maintain Spacing as per Concrete Loads but only 1
fixing per brick is recommended
Do not fix closer than 1 brick away from a free edge
Due to the variable nature of Brickwork and Blockwork
these figures are for guidance only
For critical applications a site test is recommended
Position fixture and drill correct diameterhole to correct depth
Clean out hole by brushing and blowingto remove drilling debris and dust
Insert Sleeve Anchor through fixture intodrilled hole
Tighten Anchor to Recommended Torque
SpecificationSleeve Anchor Hex Bolt & Countersunk
14
Features
1 All Steel Anchor
2 Through fixing
3 Optimum collapse feature to ensuremaximum clamping force
4 Hex Bolt and Countersunk Head forflush finish
Product Information
The Sleeve Anchor is an all steel,
thin walled, through fixing for general
purpose applications. Suitable for fixing
into Concrete, Solid Brick, Dense
Blockwork and some Natural Stone.
Finish available: Zinc Plated and Yellow
Passivated min 5µm Countersunk in
Stainless Steel Grade A2.
Range DataPart Number Thread
Diameter
mm
Drill HoleDiameter
mm
AnchorLength
mm
MaximumFixture
Thicknessmm
EmbedmentDepth
mm
MaximumHoleDepthmm
FixtureClearanceHolemm
MinimumStructureThickness
mm
TighteningTorque
NmHex Bolt Countersunk
SLB08045
6 8
45 8
35 45 9 60 20
SLC08060 60 25
SLB08070 70 30
SLC08085 85 50
SLB08090 90 50
SLB10045
8 10
45 6 35 40
11 70 40
SLB10055 55 14 40 45
SLC10075 75 35
45 50SLB10080 80 35
SLB10100 SLC10100 100 57
SLB12065
10 12
65 12
50 65 13 90 65SLB12080 80 22
SLB12100 100 40
SLB1607512 16
75 1560 70 17 100 90
SLB16110 110 50
SLC08045SS6 8
45 540 50 9 60 20
SLC08060SS 60 20
SLC10060SS8 10
60 555 60 11 70 40
SLS10080SS 80 25
SLC12070SS10 12
70 565 75 13 80 60
SLC12100SS 100 35
1 2 3 4
Installation Instructions
Technical Helpline 020 8546 6545 Sleeve Anchor Hex Bolt & Countersunk
15
Influence of Concrete Strength
Steel Design Resistance for single anchor
Anchor Mechanical Properties
When using concrete factors check all other information to ensure Steel Strength and Pull out Resistance is not exceeded
M8 M10 M12 M16 M20
Tensile Strength N/mm² 400 400 400 400 400
Yield Strength N/mm² 240 240 240 240 240
Nut A/F mm 10.0 13.0 17.0 19.0 24.0
Washer Diameter mm 12.0 17.0 21.0 24.0 30.0
Loads for solid Brickwork (20.5N/mm²)
Anchor Diameter Recommended Load kN
M8 1.1
M10 1.5
M12 2.2
M16 2.5
Loads for Concrete Blocks (7N/mm²)
Anchor Diameter Recommended Load kN
M8 0.8
M10 1.0
M12 1.4
M16 1.9
Concrete Strength C20/25 C25/30 C30/37 C40/50 C45/55 C50/60
Cylinder N/mm²
Increased concrete strength factors cannot be used with this anchorCube N/mm²
Factor
Performance Data (20/25 Concrete)
Anchor Diametermm
Characteristic ResistancekN
Design ResistancekN
Recommended LoadkN
Spacingmm
Edge Distancemm
Tensile Shear Tensile Shear Tensile Shear Tensile & Shear Tensile Shear
8 6.6 4.5 3.1 2.5 2.2 1.8 90 45 80
10 10.2 8.3 4.9 4.6 3.4 3.3 100 50 100
12 12.6 13.3 6.0 7.4 4.2 5.3 130 65 120
16 15.0 19.3 7.1 10.7 5.0 7.7 140 70 160
20 17.7 36.0 8.4 20.0 5.9 14.3 150 75 200
Shear Loads towards a free edge are for single anchors where Spacing ≥ 3 x Edge Distance
Edge Distance (C20/25 Concrete) for single anchorsEdgemm
Tensile Resistance Shear ResistanceM8 M10 M12 M16 M20 M8 M10 M12 M16 M20
40 2.945 3.1 4.650 4.9 5.0 1.660 5.7 6.4 1.965 6.0 6.7 7.6 2.070 7.1 8.0 2.2 3.275 8.4 2.3 3.580 2.5 3.7 4.990 4.1 5.6100 4.6 6.2 6.7120 7.4 8.0140 9.4 14.0160 10.7 16.0180 18.0200 20.0
Spacing (C20/25 Concrete)Spacingmm
Tensile Resistance per Pair of AnchorsM8 M10 M12 M16 M20
65 5.370 5.575 5.780 5.9 8.885 6.0 9.190 6.2 9.3 10.295 9.6 10.4100 9.8 10.6 12.2110 11.1 12.7 14.6120 11.5 13.2 15.1130 12.0 13.7 15.7140 14.2 16.2150 16.8
Reduced Design Resistance (kN) • Divide Loads by 1.4 for Recommended Loads
M8 M10 M12 M16 M20
Tension kNNot Applicable
Shear kN
Loads are for any direction
Maintain Spacing as per Concrete Loads but only 1
fixing per brick is recommended
Do not fix closer than 1 brick away from a free edge
Due to the variable nature of Brickwork and Blockwork
these figures are for guidance only
For critical applications a site test is recommended
SpecificationDrop In Anchor
16
Features
1 Internal thread suitable for bolt or
threaded stud
2 Permanent socket to allow removal
and replacement of fixture
3 Lipped version allows for installation
independent of hole depth
4 Stainless Steel version available
Product Information
The Drop In Anchor is a deformation
controlled anchor for use in solid
concrete. It has an internal thread
suitable for attaching threaded studs
and bolts. The Lipped Drop in can be
used in Hollow Concrete Planks and
set independent of hole depth.
Finish available Zinc Plated and Yellow
Passivated min 5µm and A4 Stainless
Steel (not Lipped Drop).
Setting Punch
Straight Drop In anchors (Figures in brackets are for Stainless Steel anchors)Part Number Thread
Diametermm
Drill HoleDiametermm
AnchorLengthmm
HoleDepthmm
Internal ThreadLengthmm
FixtureClearance Hole
mm
TighteningTorqueNmZinc Plated Stainless Steel
DBM06 DSSM06 6 8 25 (30) 25 (30) 10 (11) 8 4
DBM08 DSSM08 8 10 30 30 14 (13) 10 9
DBM10 DSSM10 10 12 40 40 15 (15) 12 17
DBM12 DSSM12 12 15 50 50 20 (19) 14 30
DBM16 DSSM16 16 20 65 65 22 (25) 18 75
DBM20 20 25 80 80 30 22 144
1 2 3 4 5
Lipped Drop InPart Number Thread
Diametermm
Drill HoleDiametermm
AnchorLengthmm
HoleDepthmm
Internal ThreadLengthmm
FixtureClearance Hole
mm
TighteningTorqueNmZinc Plated
DBM06SH M6 8 25 25 10 8 4
DBM08SH M8 10 30 30 14 10 9
DBM10SH M10 12 30 30 15 10 9
DBM10SHL M10 12 40 40 15 12 17
DBM12SH M12 15 50 50 20 12 30
DBM16SH M16 20 65 65 22 18 75
Drill correct diameter hole tocorrect depth
Clean out hole by brushingand blowing to remove drillingdebris and dust
Insert Anchor into drilled hole Expand using correct SettingPunch & suitable size hammer
Position fixture, insert bolt andtighten to recommended Torque
Care must be taken not to overtighten the bolt or stud where it isnot posible to use torque wrench ie Scaffold Ring Bolts.
Installation Instructions
The correct size Setting Punch must be used to safely instal Drop In Anchors
Figures in brackets are for Stainless Steel anchors
Technical Helpline 020 8546 6545 Drop In Anchor
17
Influence of Concrete Strength
Steel Design Resistance for single anchor
Anchor Mechanical Properties
When using concrete factors check all other information to ensure Steel Tensile and Shear Resistance is not exceeded
Steel Sheer is for a Grade 4.6 bolt
(May be limited by bolt strength)
M6 M8 M10 M12 M16 M20
Tensile Strength N/mm² 500 500 500 500 500 500
Yield Strength N/mm² 400 400 400 400 400 400
M6 M8 M10 M12 M16 M20
Tension kN 4.1 5.2 5.7 11.7 20.5 30.7
Shear kN 2.9 3.2 4.1 7.7 12.2 14.7
Concrete Strength C20/25 C25/30 C30/37 C40/50 C45/55 C50/60
Cylinder N/mm² 20 25 30 40 45 50
Cube N/mm² 25 30 37 50 55 60
Factor 1.0 1.1 1.22 1.41 1.48 1.55
Performance Data (20/25 Concrete)
Thread Diametermm
Characteristic ResistancekN
Design ResistancekN
Recommended LoadkN
Spacingmm
Edge Distancemm
Tensile Shear Tensile Shear Tensile Shear Tensile & Shear Tensile Shear
6 5.9 4.4 3.3 2.9 2.3 2.1 90 95 95
8 8.3 4.8 4.6 3.2 3.3 2.3 100 100 100
10 12.7 6.1 7.1 4.1 5.1 2.9 140 135 135
12 17.8 11.6 9.9 7.7 7.1 5.5 180 175 175
16 26.4 18.3 14.7 12.2 10.3 8.7 230 230 230
20 36.1 22.1 20.0 14.7 14.3 10.5 280 285 285
Shear Loads towards a free edge are for single anchors where Spacing ≥ 3 x Edge Distance*For M10 Short Lipped Drop In use Loads for M8 anchors
Reduced Design Resistance (kN) • Divide Loads by 1.4 for Recommended Loads
Edge Distance (C20/25 Concrete) for single anchorsEdgemm
Tensile Resistance Shear Resistance
M6 M8 M10 M12 M16 M20 M6 M8 M10 M12 M16 M20
70
80
90 0.0 0.0
95 3.3 0.0 2.9 0.0
100 4.6 3.2
120 0.0 0.0
135 7.1 4.1
165 0.0 0.0
175 9.9 7.7
220 0.0 0.0
230 14.7 12.2
275 0.0 0.0
285 20.0 14.7
Spacing (C20/25Concrete)Spacingmm
Tensile Resistance per Pair of Anchors
M6 M8 M10 M12 M16 M20
70 5.9
80 6.2
90 6.6 8.7
95 9.0
100 9.2 12.2
110 12.7
120 13.2
140 14.2 17.6
150 18.2
160 18.7
180 19.8 22.6
200 23.7
210 24.2
230 25.3 26.8
250 27.8
270 28.9
280 29.4
Position fixture and drill correctdiameter hole to correct depth
Clean out hole by brushingand blowing to remove drillingdebris and dust
Insert Shield into drilled hole Position fixture, insert boltinto shield and tighten toRecommended Torque
SpecificationShield Anchor Loose Bolt
18
Features
1 All Steel anchor
2 High degree of expansion
3 High Tensile Bolt
4 Stainlesss Steel Shield available
Product Information
The Shield Anchor is an all steel,
internally threaded expansion anchor
for general purpose applications.
Suitable for fixing into Concrete, Solid
Brick, Dense Blockwork and some
Natural Stone. Finish available Zinc
Plated and Yellow Passivated min 5µm
Stainless Steel Grade A4-316 (Shield only).
1 2 3 4
Range DataPart Number Anchor Length (Figures in brackets are for Stainless Steel Shields)
Shield OnlyBZP
Shield OnlySS
ThreadDiameter
mm
ShieldOnly
mm
LengthUnderHeadmm
MaximumFixture
Thicknessmm
Drill HoleDiameter
mm
MinimumHole Depth
mm
EmbedmentDepth
mm
FixtureClearanceHolemm
MinimumStructureThickness
mm
TighteningTorque
Nm
ASHOM06 PSM06SS 6 45(40) – 12(10) 50(45) 45(40) 8 80 6
ASHOM08 PSM08SS 8 50 – 14 55 50 10 100 14
ASHOM10 PSM10SS 10 60 – 16 65 60 12 120 27
ASHOM12 PSM12SS 12 75(80) – 20 85(90) 75(80) 14 160 46
ASHOM16 16 110 – 25 120 110 18 200 110
Loose Bolt
ALB0610
6
55 10
12 50 45 8 80 6ALB0625 70 25
ALB0640 85 40
ALB0810
8
60 10
14 55 50 10 100 14ALB0825 75 25
ALB0840 90 40
ALB1010
10
70 10
16 65 60 12 120 27ALB1025 85 25
ALB1050 110 50
ALB1075 135 75
ALB1210
12
85 10
20 85 75 14 160 46ALB1225 100 25
ALB1240 115 40
ALB1260 135 60
ALB1615
16
135 15
25 120 110 18 200 110ALB1630 150 30
ALB1660 180 60
Installation Instructions
Technical Helpline 020 8546 6545 Shield Anchor Loose Bolt
19
Influence of Concrete Strength
Steel Design Resistance for single anchor
Anchor Mechanical Properties
When using concrete factors check all other information to ensure Steel Strength and Pull out Resistance is not exceeded
M6 M8 M10 M12 M16
Tensile Strength N/mm² 800 800 800 800 800
Yield Strength N/mm² 640 640 640 640 640
Nut A/F mm 10.0 13.0 17.0 19.0 24.0
Washer Diameter mm 12.0 17.0 21.0 24.0 30.0
Loads for solid Brickwork (20.5N/mm²)
Anchor Diameter Recommended Load kN
M6 1.8
M8 2.3
M10 2.9
M12 4.3
Concrete Strength C20/25 C25/30 C30/37 C40/50 C45/55 C50/60
Cylinder N/mm²
Increased concrete strength factors cannot be used with this anchorCube N/mm²
Factor
Performance Data (20/25 Concrete)
Thread Diametermm
Characteristic ResistancekN
Design ResistancekN
Recommended LoadkN
Spacingmm
Edge Distancemm
Tensile Shear Tensile Shear Tensile Shear Tensile & Shear Tensile Shear
6 7.2 8.8 4.0 4.9 2.9 3.5 140 70 100
8 12.7 15.8 7.1 8.8 5.0 6.3 150 75 120
10 20.3 25.1 11.3 13.9 8.1 10.0 180 90 150
12 28.6 36.6 15.9 20.3 11.3 14.5 230 120 180
16 48.9 69.2 27.2 38.4 19.4 27.5 330 170 250
Shear Loads towards a free edge are for single anchors where Spacing ≥ 3 x Edge Distance
Edge Distance (C20/25 Concrete) for single anchorsEdgemm
Tensile Resistance Shear ResistanceM8 M10 M12 M16 M20 M8 M10 M12 M16 M20
50 3.260 3.6 6.170 4.0 6.8 9.5 3.475 7.1 10.0 3.7 5.580 10.4 12.2 3.9 5.990 11.3 13.1 4.4 6.6 8.3100 14.0 4.9 7.3 9.3110 15.0 20.5 8.1 10.2 12.4120 15.9 21.6 8.8 11.1 13.5125 22.2 11.6 14.1130 22.7 12.0 14.7150 25.0 13.9 16.9170 27.2 19.2 26.1180 20.3 27.6210 32.3250 38.4
Spacing (C20/25 Concrete)Spacingmm
Tensile Resistance per Pair of AnchorsM8 M10 M12 M16 M20
70 6.090 6.6 11.4110 7.1 12.3130 7.7 13.3 19.5140 8.0 13.7 20.1145 14.0 20.4150 14.2 20.7 26.3160 21.3 27.0170 22.0 27.7180 22.6 28.3 42.0200 29.7 43.7220 31.1 45.3230 31.8 46.2270 49.5300 51.9330 54.4
Reduced Design Resistance (kN) • Divide Loads by 1.4 for Recommended Loads
Due to the variable nature of brickwork these loads are for guidance only
Where loading is critical a site test is recommended
Loads are for both Tension & Shear but Combined Loads must not exceed quoted figures
Anchors above 12mm are not recommended in Brickwork
M6 M8 M10 M12 M16
Tension kN 10.7 19.3 30.7 44.7 84.0
Shear kN 6.1 11.3 17.9 26.1 49.4
SpecificationShield Anchor Projecting Bolt
20
Features
1 All Steel anchor
2 High degree of expansion
3 Captive Cone Nut
4 Removable stud
Product Information
The Shield Anchor is an all steel,
internally threaded expansion anchor
for general purpose applications.
Suitable for fixing into Concrete, Solid
Brick, Dense Blockwork and some
Natural Stone. Finish available Zinc
Plated and Yellow Passivated min 5µm.
1 2 3 4
Range Data
Part Number
ThreadDiameter
mm
OverallLength
mm
MaximumFixture
Thicknessmm
Drill HoleDiameter
mm
MinimumHole Depth
mm
EmbedmentDepth
mm
FixtureClearanceHolemm
MinimumStructureThickness
mm
TighteningTorque
Nm
APB0610
6
60 10
12 50 45 8 80 6APB0625 75 25
APB0650 100 50
APB0815
8
75 15
14 55 50 10 100 14APB0840 100 40
APB0880 140 80
APB1010
10
80 10
16 65 60 12 120 27APB1030 100 30
APB1050 120 50
APB1070 140 70
APB1215
12
100 15
20 85 75 14 160 46APB1225 110 25
APB1250 135 50
APB1270 155 70
APB1635 16 160 35 25 125 110 18 200 110
Installation Instructions
Position fixture and drill correctdiameter hole to correct depth
Clean out hole by brushingand blowing to remove drillingdebris and dust
Insert shield and stud intodrilled hole
Position fixture, attach nut andwasher onto stud and tightento Recommended Torque
Technical Helpline 020 8546 6545 Shield Anchor Projecting Bolt
21
Influence of Concrete Strength
Steel Design Resistance for single anchor
Anchor Mechanical Properties
When using concrete factors check all other information to ensure Steel Strength and Pull out Resistance is not exceeded
M6 M8 M10 M12 M16
Tensile Strength N/mm² 400 400 400 400 400
Yield Strength N/mm² 240 240 240 240 240
Nut A/F mm 10.0 13.0 17.0 19.0 24.0
Washer Diameter mm 12.0 17.0 21.0 24.0 30.0
Loads for solid Brickwork (20.5N/mm²)
Anchor Diameter Recommended Load kN
M6 1.8
M8 2.3
M10 2.9
M12 4.3
Concrete Strength C20/25 C25/30 C30/37 C40/50 C45/55 C50/60
Cylinder N/mm²
Increased concrete strength factors cannot be used with this anchorCube N/mm²
Factor
Performance Data (20/25 Concrete)
Thread Diametermm
Characteristic ResistancekN
Design ResistancekN
Recommended LoadkN
Spacingmm
Edge Distancemm
Tensile Shear Tensile Shear Tensile Shear Tensile & Shear Tensile Shear
M6 7.2 4.7 4.0 2.6 2.9 1.9 140 70 100
M8 12.7 8.7 7.1 4.8 5.0 3.5 150 75 120
M10 20.3 14.0 11.3 7.8 8.1 5.6 180 90 150
M12 28.6 20.4 15.9 11.3 11.3 8.1 230 120 180
M16 48.9 37.8 27.2 21.0 19.4 15.0 330 170 250
Shear Loads towards a free edge are for single anchors where Spacing ≥ 3 x Edge Distance
Edge Distance (C20/25 Concrete) for single anchorsEdgemm
Tensile Resistance Shear ResistanceM6 M8 M10 M12 M16 M6 M8 M10 M12 M16
50 3.260 3.6 6.170 4.0 6.8 9.5 1.875 7.1 10.0 2.0 3.080 10.4 12.2 2.1 3.290 11.3 13.1 2.3 3.6 4.7100 14.0 2.6 4.0 5.2110 15.0 20.5 4.4 5.7 6.9120 15.9 21.6 4.8 6.2 7.5125 22.2 6.5 7.8130 22.7 6.8 8.2150 25.0 7.8 9.4 12.6170 27.2 10.7 14.3180 11.3 15.1210 17.6250 21.0
Spacing (C20/25 Concrete)Spacingmm
Tensile Resistance per Pair of AnchorsM8 M10 M12 M16 M20
70 6.090 6.6 11.4110 7.1 12.3130 7.7 13.3140 8.0 13.7 20.1145 14.0 20.4150 14.2 20.7 26.3160 21.3 27.0170 22.0 27.7180 22.6 28.3 42.0200 29.7 43.7220 31.1 45.3230 31.8 46.2270 49.5300 51.9330 54.4
Reduced Design Resistance (kN) • Divide Loads by 1.4 for Recommended Loads
Due to the variable nature of brickwork these loads are for guidance only
Where loading is critical a site test is recommended
Loads are for both Tension & Shear but Combined Loads must not exceed quoted figures
Anchors above 12mm are not recommended in Brickwork
M6 M8 M10 M12 M16
Tension kN 4.0 7.1 11.3 15.9 27.2
Shear kN 2.6 4.8 7.8 11.3 21.0
SpecificationHeavy Duty Anchors
22
Features
1 Available in 3 head styles
2 Through Fixing
3 Torque controlled expansion
4 Heavy Duty applications
Product Information
The Heavy Duty Anchor is a torque
controlled expansion anchor designed
for rapid through fixing in cracked
and non cracked concrete. With an
ETA to Option 1. It may be used where
resistance to fire or shock loading is
a requirement. Finish available Zinc
Plated and Clear Passivated min 5µm.
Range DataPart Number Overall Anchor Length
Hexagon Bolt Stud & Nut
ThreadDiameter
mm
HexagonBolt
mm
Stud& Nut
mm
MaximumFixture
Thicknessmm
Drill HoleDiameter
mm
MinimumHole Depth
mm
EmbedmentDepth
mm
FixtureClearanceHolemm
MinimumStructureThickness
mm
TighteningTorque
NmJHD06-10
6
75 10
10 65 60 12 100 15JHD06-25 95 30
JHD06-50 115 50
JHD08-10 NHD0810
8
87 90 10
12 80 70 14 120 30JHD08-25 NHD0830 107 110 30
JHD08-50 NHD0850 127 130 50
JHD10-10 NHD1015
10
108 111 15
15 95 85 17 140 50JHD10-25 NHD1025 118 121 25
JHD10-50 NHD1045 138 141 45
JHD12-10 NHD1210
12
117 122 10
18 105 95 20 160 80JHD12-20 NHD1220 127 132 20
JHD12-40 NHD1240 147 152 40
JHD12-70 NHD1270 177 182 70
JHD16-10
16
132 10
24 130 120 26 200 160JHD16-25 NHD1620 152 157 20
JHD16-50 NHD1650 182 187 50
JHD20-2520
192 2528 160 150 31 250 200
JHD20-50 222 50
Part Number HeadDiameter
mm
HeadDepth
mm
ThreadDiameter
mm
AnchorLength
mm
MaximumFixture
Thicknessmm
Drill HoleDiameter
mm
MinimumHole Depth
mm
EmbedmentDepth
mm
FixtureClearanceHolemm
MinimumStructureThickness
mm
TighteningTorque
mm
CountersunkHead
SLSK10/10
16.5 3.9 M6
70 10
10 65 60 12 100 10SLSK10/25 85 25
SLSK10/50 105 45
SLSK12/10
20.5 5.0 M8
80 10
12 80 70 14 120 25SLSK12/25 95 25
SLSK12/50 120 50
SLSK15/10
24.5 5.7 M10
95 10
15 95 85 17 140 55SLSK15/25 110 25
SLSK15/50 135 50
SLSK18/1529.5 6.7 M12
115 2018 105 95 20 160 70
SLSK18/40 135 40
Position fixture and drill correct diameterhole to correct depth
Clean out hole by brushing and blowingto remove drilling debris and dust
Insert Anchor through fixture andlightly hammer into concrete
Tighten Bolt to Recommended Torque
Installation Instructions
1 2 3 4
Technical Helpline 020 8546 6545 Heavy Duty Anchors
23
Performance Data (20/25 Concrete)
Thread Diametermm
Characteristic ResistancekN
Design ResistancekN
Approved LoadkN
Spacingmm
Edge Distancemm
Tensile Shear Tensile Shear Tensile Shear Tensile & Shear Tensile Shear
6 16.0 16.0 10.7 12.8 7.6 9.1 150 110 210
8 20.0 24.5 13.3 19.6 9.5 14.0 180 125 270
10 30.0 36.2 20.0 29.0 14.3 20.7 210 180 335
12 36.1 72.1 24.0 48.1 17.2 34.3 240 200 505
16 50.4 100.8 33.6 67.2 24.0 48.0 300 250 540
20 70.4 140.9 47.0 93.3 33.5 67.1 375 315 605
Shear Loads towards a free edge are for single anchors where Spacing ≥ 3 x Edge Distance
Edge Distance (C20/25 Concrete) for single anchorsEdgemm
Tensile Resistance Shear ResistanceM6 M8 M10 M12 M16 M20 M6 M8 M10 M12 M16 M20
50 3.260 4.3 4.770 8.0 10.7 14.9 5.2 5.9 6.580 8.7 10.7 16.3 18.0 5.8 7.2 7.9 8.6100 10.1 11.7 16.7 20.0 25.2 7.0 8.7 10.8 12.0 13.7110 10.7 12.5 16.7 20.0 26.7 7.8 9.4 11.5 13.6 15.8125 13.3 16.7 20.0 26.7 8.4 10.4 12.8 15.1 19.1150 17.7 20.0 26.7 9.8 12.1 14.9 17.6 23.2165 19.0 20.8 26.7 10.6 13.1 16.1 19.0 25.2180 20.0 22.2 26.7 33.3 11.4 14.1 17.3 20.5 27.1 34.4190 23.1 27.4 33.3 11.9 14.8 18.1 21.4 28.3 36.0200 24.0 28.4 34.4 12.5 15.4 18.9 22.3 29.5 37.5210 29.4 35.4 12.8 16.1 19.7 23.3 30.8 39.1230 31.5 37.5 17.6 21.2 25.1 33.2 42.2250 33.6 39.7 18.6 22.8 26.9 35.6 45.2270 42.0 19.6 24.3 28.7 37.9 48.2315 47.0 27.8 32.6 43.1 54.8335 29.0 34.6 45.4 57.7400 39.8 52.6 66.9450 43.9 58.1 73.8505 48.1 63.9 81.2540 67.2 85.9605 93.9
Spacing (C20/25 Concrete)Spacingmm
Tensile Resistance per Pair of AnchorsM6 M8 M10 M12 M16 M20
50 15.855 16.260 16.6 20.870 17.4 21.7 26.780 18.2 22.6 27.7 32.190 19.0 23.4 28.8 33.1100 19.8 24.3 29.5 34.1 44.8110 20.6 25.2 30.5 35.1 45.9120 21.3 26.0 31.4 36.1 47.0130 21.3 26.7 32.4 37.1 48.2 63.2140 21.3 26.7 33.3 38.1 48.3 64.5150 21.3 26.7 34.3 39.1 50.4 65.7165 26.7 35.7 40.6 52.1 67.6180 26.7 37.1 42.1 53.8 69.5195 38.5 43.6 55.4 71.4210 39.9 45.1 57.1 73.3225 46.6 58.8 75.1240 48.1 60.5 77.0270 63.8 80.8300 67.2 84.5320 87.0340 89.5375 93.9
Reduced Design Resistance (kN) • Divide Loads by 1.4 for Recommended Loads
Influence of Concrete Strength
When using concrete factors check all other information to ensure Steel Tensile and Shear Resistance is not exceeded
Figures in brackets are for Stud & Nut version
M6 M8 M10 M12 M16 M20
Tensile Strength N/mm² 800 800 800 800 800 800
Yield Strength N/mm² 640 640 640 640 640 640
Nut A/F mm 10.0 10.0 13.0 17.0 24.0 30.0
Washer Diameter mm 16.0 20.0 24.5 30.0 40.0 50.0
C/S Socket A/F mm 4 5 6 8
M6 M8 M10 M12 M16 M20
Tension kN 10.7 19.3 30.7 44.7 84.0 130.7
Shear kN 14.2 (12.8) 23.9 (19.6) 38.5 (29.0) 58.2 (50.5) 100.8 (73.0) 120.0 (97.6)
Concrete Strength C20/25 C25/30 C30/37 C40/50 C45/55 C50/60
Cylinder N/mm² 20 25 30 40 45 50
Cube N/mm² 25 30 37 50 55 60
Factor 1.00 1.10 1.22 1.41 1.48 1.55
Steel Design Resistance for single anchor
Anchor Mechanical Properties
SpecificationHeavy Duty Anchors SS A4-316
24
1 2 3 4
Features
1 Through Fixing
2 Torque controlled expansion
3 Heavy Duty applications
4 A4-316 Stainless Steel
Product Information
The Heavy Duty Anchor is a torque
controlled expansion anchor designed
for rapid through fixing into concrete
Manufactured from A4-316 Stainless
Steel it is suitable for use in marine
and corrosive environments.
Range Data
PartNumber
ThreadDiameter
mm
AnchorLength
mm
MaximumFixture
Thicknessmm
DrillHole
Diametermm
MinimumHoleDepthmm
EmbedmentDepth
mm
FixtureClearanceHolemm
MinimumStructureThickness
mm
TighteningTorque
Nm
SLB12/10SS8
82 1012 70 63 14 160 25
SLB12/25SS 97 25
SLB14/10SS10
96 1014 85 73 16 200 50
SLB14/25SS 111 25
SLB18/15SS
12
117 15
18 100 93 20 240 80SLB18/25SS 127 25
SLB18/40SS 142 40
Installation Instructions
Position fixture and drill correct diameterhole to minimum recommended depththrough fixture
Clean out hole by brushing and blowingto remove drilling debris and dust
Insert Heavy Duty anchor through fixtureinto drilled hole
Tighten anchor to Recommended Torque
Technical Helpline 020 8546 6545 Heavy Duty Anchors SS A4-316
25
Performance Data (20/25 Concrete)
Thread Diametermm
Characteristic ResistancekN
Design ResistancekN
Recommended LoadkN
Spacingmm
Edge Distancemm
Tensile Shear Tensile Shear Tensile Shear Tensile & Shear Tensile Shear
8 25.6 22.2 13.7 14.2 9.8 10.2 165 160 150
10 26.4 31.6 17.6 20.3 12.6 14.5 195 190 175
12 36.0 55.5 24.0 35.6 17.2 25.4 240 215 255
Shear Loads towards a free edge are for single anchors where Spacing ≥ 3 x Edge Distance
Edge Distance (C20/25 Concrete) for single anchorsEdgemm
Tensile Resistance Shear ResistanceM8 M10 M12 M8 M10 M12
110 10.6 11.2115 10.9 11.6120 11.2 12.0125 11.5 12.4130 11.8 13.6 12.8 15.8135 12.2 13.9 13.2 16.6140 12.5 14.2 13.6 17.1145 12.8 14.6 14.0 17.6150 13.2 14.9 14.2 18.1155 13.5 15.3 18.6160 13.7 15.6 19.3 19.1 24.3165 16.0 19.7 19.6 24.9170 16.4 20.1 20.1 25.6175 16.7 20.5 20.2 26.2180 17.1 20.9 26.8190 17.6 21.8 28.0200 22.6 29.3215 24.0 31.1225 32.3235 33.5245 34.7255 35.6
Spacing (C20/25 Concrete)Spacingmm
Tensile Resistance per Pair of AnchorsM8 M10 M12
80 20.485 20.890 21.295 21.6100 22.0 26.6110 22.8 27.5120 23.7 28.4 36.1130 24.5 29.4 37.1140 25.3 30.3 38.1150 26.2 31.2 39.1165 27.4 32.5 40.6170 33.0 41.1180 33.9 42.1195 35.2 43.6210 45.1220 46.1230 47.1240 48.1
Reduced Design Resistance (kN) • Divide Loads by 1.4 for Recommended Loads
Influence of Concrete Strength
When using concrete factors check all other information to ensure Steel Tensile and Shear Resistance is not exceeded
M8 M10 M12
Tensile Strength N/mm² 700 700 700
Yield Strength N/mm² 450 450 450
Nut A/F mm 13.0 17.0 19.0
Washer Diameter mm 20.0 24.5 30.0
M8 M10 M12
Tension kN 13.7 21.7 31.5
Shear kN 14.2 20.2 35.6
Concrete Strength C20/25 C25/30 C30/37 C40/50 C45/55 C50/60
Cylinder N/mm² 20 25 30 40 45 50
Cube N/mm² 25 30 37 50 55 60
Factor 1.00 1.10 1.22 1.41 1.48 1.55
Steel Design Resistance for single anchor
Anchor Mechanical Properties
SpecificationSpin In Capsules
26
Features
1 Expansion free
2 High Loads
3 Close Spacing and Edge Distance
4 Suitable for making fixings underwater
(for more details contact the
Technical Department)
Product Information
The Epoxy Acrylate, Spin In Capsules
are suitable for use in solid concrete and
some solid brickwork and natural stone
where an expansion free, high strength
fixing is required. They can be used in
wet and corrosive environments with a
suitable grade of threaded stud and also
give good resistance to vibrating loads.
Stud DataPart Number Thread
Diameter
mm
StudLength
mm
MaximumFixture
Thicknessmm
Drill HoleDiameter
mm
HoleDepth
mm
FixtureClearanceHolemm
MinimumStructureThickness
mm
TighteningTorque
NmZinc Plated
Hot DippedGalvanised
Stainless SteelA4/316
JSTUD08110 JSTUD08110G JSTUD08110SS A4 8 110 18 10 80 9 110 10
JSTUD10130 JSTUD10130G JSTUD10130SS A4 10 130 25 12 90 12 120 20
JSTUD12160 JSTUD12160G JSTUD12160SS A4 12 160 34 14 110 14 140 40
JSTUD16190 JSTUD16190G JSTUD16190SS A4 16 190 45 18 125 18 160 80
JSTUD20260 JSTUD20260G JSTUD20260SS A4 20 260 55 25 170 22 220 120
JSTUD24300 JSTUD24300G JSTUD24300SS A4 24 300 55 28 210 26 260 180
A2 studs also available but are not part of the Approval
Capsule Data
Part NumberTo Suit StudDiametermm
CapsuleDiametermm
CapsuleLengthmm
JCAPSM08 8 9 80
JCAPSM10 10 11 80
JCAPSM12 12 13 95
JCAPSM16 16 17 95
JCAPSM20 20 22 175
JCAPSM24 24 24 210
Setting Times
BaseMaterialTemp °C
Cure TimeDry Concrete
Cure TimeWet Concrete
-5 5 hrs 10 hrs
0 5 hrs 10 hrs
5 1 hr 2 hrs
10 1 hr 2 hrs
20 20 mins 40 mins
30 10 mins 20 mins
35 10 mins 20 mins
Installation Instructions
Drill correct diameter hole tocorrect depth
Clean out hole by brushingand blowing to remove drillingdebris and dust
Insert Spin-In Capsule intodrilled hole with air gap incapsule nearest to surface
Attach setting tool to stud & spininto capsule with drilling machineusing rotary hammer action untilDepth Mark is reached
Allow resin to cure for appropriatetime. Attach fixture and tightenanchor to Recommended Torque
1 2 3 4 5
Technical Helpline 020 8546 6545 Spin In Capsules
27
Influence of Concrete Strength
Steel Design Resistance for single anchor
Anchor Mechanical Properties
When using concrete factors check all other information to ensure Steel Strength and Pull out Resistance is not exceeded
M8 M10 M12 M16 M20 M24
Nominal Tensile
Strength
N/mm² 500 500 500 500 500 500 Zinc plated & H.D.G
Stainless Steel700 700 700 700 700 700
Yield StrengthN/mm² 400 400 400 400 400 400 Zinc plated & H.D.G
Stainless Steel450 450 450 450 450 450
Nut A/F
Washer Diameter
mm 13 17 19 24 30 36
mm 16 21 24 30 37 44
M8 M10 M12 M16 M20 M24
TensionkN 12.0 19.3 28.0 52.0 82.0 118.0 Grade 5.8
Stainless Steel Grade 70kN 13.9 21.4 31.5 58.8 91.9 132.0
ShearkN 7.2 11.2 16.8 31.2 48.8 70.4 Grade 5.8
Stainless Steel Grade 70kN 8.3 12.8 18.5 35.2 55.1 79.4
Concrete Strength C20/25 C25/30 C30/37 C40/50 C45/55 C50/60
Cylinder N/mm² 20 25 30 40 45 50
Cube N/mm² 25 30 37 50 55 60
Factor 1.00 1.10 1.22 1.41 1.48 1.55
Performance Data (20/25 Concrete)
Thread Diametermm
Characteristic ResistancekN
Design ResistancekN
Approved LoadkN
Spacingmm
Edge Distancemm
Tensile Shear Tensile Shear Tensile Shear Tensile & Shear Tensile Shear
8 20.0 9.0 11.1 7.2 7.9 5.1 160 80 90
10 30.0 14.0 16.7 11.2 11.9 8.0 180 90 125
12 40.0 21.0 22.2 16.8 15.9 12.0 220 110 160
16 50.0 39.0 27.8 31.2 19.8 22.3 250 125 270
20 75.0 61.0 41.7 48.8 29.8 34.9 340 170 300
24 90.0 88.0 50.0 70.4 35.7 50.3 420 210 360
Shear Loads towards a free edge are for single anchors where Spacing ≥ 3 x Edge Distance
Loads are for JCP Grade 5.8 Studs and Grade 70 Stainless Steel Studs
Edge Distance (C20/25 Concrete) for single anchorsEdgemm
Tensile Resistance Shear ResistanceM8 M10 M12 M16 M20 M24 M8 M10 M12 M16 M20 M24
40 7.245 7.7 10.950 8.2 11.5 4.055 8.7 12.2 14.4 4.460 9.2 12.8 15.1 4.865 9.6 13.5 15.8 18.5 5.2 5.870 10.1 14.1 16.5 19.2 5.6 6.380 11.1 15.4 18.0 20.8 6.4 7.2 8.490 16.7 19.4 22.4 28.0 7.2 8.1 9.5100 20.8 23.9 29.7 9.0 10.5110 22.2 25.5 31.4 33.3 9.9 11.6125 27.8 34.0 35.8 11.2 13.1 14.4150 38.3 40.0 15.8 17.3 24.4160 40.0 41.7 16.8 18.5 26.0170 41.7 43.3 19.6 27.7190 46.7 22.0 30.9 37.2210 50.0 24.3 34.2 41.1230 26.6 37.4 45.0270 31.2 43.9 52.8300 48.8 58.7330 64.5360 70.4
Spacing (C20/25 Concrete)Spacingmm
Tensile Resistance per Pair of AnchorsM8 M10 M12 M16 M20 M24
40 13.945 14.2 20.950 14.6 21.355 14.9 21.8 27.860 15.3 22.3 28.365 15.6 22.7 28.8 35.070 16.0 23.2 29.3 35.680 16.7 24.1 30.3 36.790 17.3 25.1 31.3 37.8 52.7100 18.0 26.0 32.3 38.9 54.0110 18.7 26.9 33.3 40.0 55.2120 19.4 27.8 34.3 41.1 56.4 64.3160 22.2 31.5 38.3 45.6 61.3 69.0180 33.4 40.4 47.8 63.8 71.4200 42.4 50.0 66.2 73.8220 44.4 52.3 68.7 76.2235 53.9 70.5 78.0250 55.6 72.4 79.8300 78.5 85.7340 83.4 90.5380 95.2420 100.0
Reduced Design Resistance (kN) • Divide Loads by 1.4 for Approved Loads
SpecificationHammer In Capsules
28
Features
1 Expansion free
2 High Loads
3 Increased embedment depth
4 Rapid installation
Product Information
The Epoxy Acrylate, Hammer In
Capsules are suitable for use in solid
concrete and some natural stone.
They can be used with reinforcing
bar or threaded rods and can achieve
high loads by using 2 capsules at
double embedment depth.
Capsule Data
Part NumberCapsuleDiametermm
CapsuleLengthmm
Rebar Threaded Studs
NominalDiametermm
DrillDiametermm
Hole Depth NominalDiametermm
DrillDiametermm
Hole Depth
SingleDoublemm
Singlemm
Doublemm
JCAPHM08 9 80 8 10 80 160 8 10 80 160
JCAPHM10 11 80 10 13 100 200 10 12 100 200
JCAPHM12 13 95 12 15 120 240 12 14 120 240
JCAPHM16 17 95 16 20 160 320 16 18 125 250
JCAPHM20 22 175 20 25 200 400 20 25 200 400
JCAPHM24 24 210 25 30 250 500 24 28 240 480
JCAPHM30 33 265 32 38 320 640 30 35 300 600
For Rebar Design reference should be made to Eurocode 2
Installation Instructions
Setting Times
BaseMaterialTemp °C
Cure TimeDry Concrete
mins
Cure TimeWet Concrete
mins
>20 60 120
10-20 120 240
0-10 300 600
-05.0 600
Drill correct diameter hole tocorrect depth
Clean out hole by brushingand blowing to remove drillingdebris and dust
Insert capsule or capsulesinto drilled hole with arrow
Hammer in Rebar or threadedrod. (Take care not to damageend of thread on threaded rod)
Allow to cure for appropriatetime attach fixture or otherrebar
1 2 3 4 5
Technical Helpline 020 8546 6545 Hammer In Capsules
29
Influence of Concrete Strength
Steel Design Resistance for single anchor
When using concrete factors check all other information to ensure Steel Strength and Pull out Resistance is not exceeded
M8 M10 M12 M16 M20 M24 M30
TensionkN 12.0 19.3 28.0 52.0 82.0 118.0 187.0 Grade 5.8
Rebar Fe500kN 13.3 21.0 41.0 72.6 114.0 128.0 203.8
ShearkN 7.1 11.2 16.8 31.2 48.8 70.4 112.2 Grade 5.8
Rebar Fe500kN 6.6 10.5 20.5 36.3 57.0 64.1 101.9
Concrete Strength C20/25 C25/30 C30/37 C40/50 C45/55 C50/60
Cylinder N/mm² 20 25 30 40 45 50
Cube N/mm² 25 30 37 50 55 60
Factor 1.00 1.10 1.22 1.41 1.48 1.55
Grade 50 Rebar x 1 Capsule (C20/25 Concrete)
Bar Diametermm
Characteristic ResistancekN
Design ResistancekN
Recommended LoadkN
Spacingmm
Edge Distancemm
Tensile Shear Tensile Shear Tensile Shear Tensile & Shear Tensile Shear
8 20.0 9.9 9.8 6.6 7.0 4.7 110 65 90
10 28.5 15.7 11.3 10.5 8.1 7.5 180 90 125
12 47.5 30.7 18.8 20.5 13.4 14.6 240 120 160
16 84.4 54.5 33.5 36.3 23.9 25.9 360 180 270
20 131.8 85.5 52.3 57.0 37.4 40.7 400 200 300
25 155.1 96.1 61.6 64.1 44.0 45.8 420 210 360
32 258.6 152.8 102.6 101.9 73.3 72.8 560 280 420
Grade 50 Rebar x 2 Capsule (C20/25 Concrete)
Bar Diametermm
Characteristic ResistancekN
Design ResistancekN
Recommended LoadkN
Spacingmm
Edge Distancemm
Tensile Shear Tensile Shear Tensile Shear Tensile & Shear Tensile Shear
8 20.0 9.9 13.3 6.6 9.5 4.7 50 65 90
10 31.6 15.7 21.0 10.5 15.0 7.5 310 165 125
12 61.6 30.7 37.7 20.5 26.9 14.6 480 240 160
16 109.0 54.5 67.0 36.3 47.9 25.9 660 330 270
20 171.1 85.5 104.7 57.0 74.8 40.7 800 400 300
25 192.4 96.1 123.1 64.1 87.9 45.8 900 450 360
32 305.7 152.8 203.8 101.9 145.6 72.8 1150 580 420
Grade 5.8 Studs x 1 Capsule (C20/25 Concrete)
Bar Diametermm
Characteristic ResistancekN
Design ResistancekN
Recommended LoadkN
Spacingmm
Edge Distancemm
Tensile Shear Tensile Shear Tensile Shear Tensile & Shear Tensile Shear
8 18.5 9.0 9.8 7.2 7.0 5.1 160 80 90
10 28.5 14.0 11.3 11.2 8.1 8.0 180 90 125
12 47.5 21.0 18.8 16.8 13.4 12.0 240 120 160
16 84.4 39.0 33.5 31.2 23.9 22.3 320 160 270
20 131.8 61.0 52.3 48.8 37.4 34.9 400 200 300
24 155.1 88.0 61.6 70.4 44.0 50.3 420 210 360
30 258.6 140.2 102.6 112.2 73.3 51.3 560 260 420
Grade 5.8 Studs x 2 Capsule (C20/25 Concrete)
Bar Diametermm
Characteristic ResistancekN
Design ResistancekN
Recommended LoadkN
Spacingmm
Edge Distancemm
Tensile Shear Tensile Shear Tensile Shear Tensile & Shear Tensile Shear
8 18.5 9.0 12.2 7.2 8.7 5.1 40 50 90
10 29.0 14.0 19.3 11.2 13.8 8.0 260 150 125
12 56.5 21.0 37.7 16.8 26.9 12.0 480 240 160
16 100.0 39.0 66.6 31.2 47.6 22.3 660 330 270
20 157.0 61.0 104.7 48.8 74.8 34.9 800 400 300
24 176.5 88.0 117.7 70.4 84.1 50.3 810 405 360
30 280.5 140.2 187.0 112.2 133.6 51.3 930 500 420
Shear Loads towards a free edge are for single anchors where Spacing ≥ 3 x Edge Distance
Concrete strength class C20/25 C25/30 C30/37 C35/45 C40/50 C45/55 C50/60
Characteristic bond resistance for good bondconditions (EC2) fc (N/mm²)
1.8 2.1 2.4 2.7 3.0 3.3 3.6
Factor for concrete strength class cc = 0.06 x π x ft x s²/s
s = 1.15 safety coefficients = 1.5 high adherence bar coefficient*
0.664 0.774 0.885 0.996 1.106 1.217 1.328
Performance Data for Rebar into Concrete (According to Eurocode 2)Bar Diameter ds
mmHole Diameter do
mmPermissible Load Fs in C20/25 Concrete • High Adherance 500N/mm² steel rebar
Embedment Depth Tension Loads 10ds (mm) (kN) 20ds (mm) (kN) 30ds (mm) (kN) 40ds (mm) (kN) Maximum (mm) (kN)
8 10lv 80 160 240 320 329
Fs (20/25) 5.3 10.6 15.9 21.2 21.8
10 12lv 100 200 300 400 429
Fs (20/25) 7.9 15.9 32.8 31.7 34.1
12 14lv 120 240 360 Not allowed 463
Fs (20/25) 12.7 25.5 38.2 Not allowed 49.1
14 18lv 140 280 420 560 560
Fs (20/25) 16.7 33.4 50.1 66.9 66.9
16 20lv 160 320 480 640 659
Fs (20/25) 21.2 42.4 63.7 84.9 87.4
20 25lv 200 400 600 800 823
Fs (20/25) 33.1 66.3 99.5 132.7 136.5
Method of calcution: Fs (kN) = do x lv x c/100 • do and lv in mm, Spacing min10ds, Edge Distance min 5ds
SpecificationVinylester (Highload) Resin
30
Features
1 Expansion free
2 High Loads
3 Close Spacing and Edge Distance
4 Suitable for use with potable
(drinking) water
Product Information
The Vinylester 2 Part Injection Resin is
suitable for use in solid concrete, solid
brickwork and natural stone as well
as hollow base material using suitable
sleeves. It can be used for installing
studs, rebar and Internal Threaded
Sockets in both wet and dry conditions.
It is also approved for use in contact
with potable (drinking) water.
Stud DataThreadDiameter
mm
Drill HoleDiameter
mm
HoleDepth
mm
MaximumFixture
Thicknessmm
FixtureClearance Hole
mm
MinimumStructureThickness
mm
TighteningTorque
mm8 10 80 9 10 110 10
10 12 90 11 12 120 20
12 14 110 13 14 140 40
16 18 125 17 18 160 80
20 25 170 22 22 220 120
24 28 210 26 26 260 150
Setting Times
BaseMaterialTemp °C
GelTimeMins
LoadTimeMins
0 45 180
5 25 120
10 15 90
15 10 60
20 8 45
25 5 30
JFV380SF
Installation Instructions
*For smooth bar use s = 1.0
Drill correct diameter hole tocorrect depth
Clean hole by brushing, blowingto remove drilling debris & dust
Attach nozzle followinginstructions on tube
Insert stud rotating by hand Allow to cure. Attach fixturetighten to Recommended Torque
1 2 3 4 5
Technical Helpline 020 8546 6545 Vinylester (Highload) Resin
31
Influence of Concrete Strength
Steel Design Resistance for single anchor
Anchor Mechanical Properties
When using concrete factors check all other information to ensure Steel Strength and Pull out Resistance is not exceeded
M8 M10 M12 M16 M20 M24
Nominal Tensile
Strength
N/mm² 500 500 500 500 500 500 Zinc plated & H.D.G
Stainless Steel Grade 70700 700 700 700 700 700
Yield StrengthN/mm² 400 400 400 400 400 400 Zinc plated & H.D.G
Stainless Steel Grade 70450 450 450 450 450 450
Nut A/F
Washer Diameter
mm 13 17 19 24 30 36
mm 16 21 24 30 37 44
M8 M10 M12 M16 M20 M24
TensionkN 12.0 19.3 28.0 52.0 82.0 118.0 Grade 5.8
Stainless Steel Grade 70kN 13.9 21.4 31.5 58.8 92.0 132.0
ShearkN 7.2 11.2 16.8 31.2 48.8 70.4 Grade 5.8
Stainless Steel Grade 70kN 8.3 12.8 18.5 35.2 55.1 79.4
Concrete Strength C20/25 C25/30 C30/37 C40/50 C45/55 C50/60
Cylinder N/mm² 20 25 30 40 45 50
Cube N/mm² 25 30 37 50 55 60
Factor 1.00 1.10 1.22 1.41 1.48 1.55
Performance Data (20/25 Concrete)
Thread Diametermm
Characteristic ResistancekN
Design ResistancekN
Approved LoadkN
Spacingmm
Edge Distancemm
Tensile Shear Tensile Shear Tensile Shear Tensile & Shear Tensile Shear
8 19.2 9.0 12.8 7.2 9.1 5.1 160 80 90
10 30.0 14.0 20.0 11.2 14.3 8.0 180 90 125
12 40.0 21.0 26.7 16.8 19.0 12.0 220 110 160
16 60.0 39.0 40.0 31.2 28.6 22.3 250 125 270
20 102.2 61.0 56.8 48.8 40.6 34.9 340 170 300
24 151.5 88.0 84.2 70.4 60.1 50.3 420 210 360
Shear Loads towards a free edge are for single anchors where Spacing ≥ 3 x Edge Distance
Loads are for JCP Grade 5.8 Studs and Grade 70 Stainless Steel Studs *M8, M20 & M24 Studs are not part of ETA
Edge Distance (C20/25 Concrete) for single anchorsEdgemm
Tensile Resistance Shear ResistanceM8 M10 M12 M16 M20 M24 M8 M10 M12 M16 M20 M24
40 8.345 8.9 13.050 9.4 13.8 4.055 10.0 14.6 17.4 4.460 10.6 15.3 18.2 4.865 11.1 16.1 19.1 27.1 5.2 5.870 11.7 16.9 19.9 29.2 5.6 6.380 12.8 18.4 21.6 31.4 6.4 7.2 8.490 20.0 23.3 33.5 38.1 7.2 8.1 9.5100 25.0 35.7 40.4 9.0 10.5110 26.7 38.9 42.8 56.1 9.9 11.6125 40.0 46.3 60.3 11.2 13.1 14.4130 47.4 61.7 13.7 15.0150 52.1 67.4 15.8 17.3 24.4160 54.5 70.2 16.8 18.5 26.0170 56.8 73.0 19.6 27.7190 78.6 22.0 30.9 37.2210 84.2 24.3 34.2 41.1230 26.6 37.4 45.0270 31.2 43.9 52.8300 48.8 58.7330 64.5360 70.4
Spacing (C20/25 Concrete)Spacingmm
Tensile Resistance per Pair of AnchorsM8 M10 M12 M16 M20 M24
40 16.045 16.4 25.050 16.8 25.655 17.2 26.1 33.460 17.6 26.7 34.065 18.0 27.2 34.6 50.470 18.4 27.8 35.2 51.280 19.2 28.9 36.4 52.890 20.0 30.0 37.6 54.4 71.8100 20.8 31.1 38.8 56.0 73.5110 21.6 32.2 40.1 57.6 75.2120 22.4 33.3 41.3 59.2 76.8 108.3140 24.0 35.6 43.7 62.4 80.2 112.3160 25.6 37.8 46.1 65.6 83.5 116.3180 40.0 48.5 68.8 86.9 120.3200 51.0 72.0 90.2 124.3220 53.4 75.2 93.6 128.3235 77.6 96.1 131.3250 80.0 98.6 134.3300 106.9 144.3340 113.6 152.4380 160.4420 168.4
Reduced Design Resistance (kN) • Divide Loads by 1.4 for Approved Loads
SpecificationEpoxy Acrylate Resin
32
Loads are for any direction
Maintain Spacing as per Concrete Loads but only 1 fixing per brick
is recommended
Do not fix closer than 1 brick away from a free edge
Due to the variable nature of Brickwork and Blockwork these figures
are for guidance only. For critical applications a site test is recommended
Features
1 Expansion free
2 High Loads
3 Close Spacing and Edge Distance
4 Suitable for use in wet and dry conditions
Product Information
The Vinylester 2 Part Injection Resin is
suitable for use in solid concrete, solid
brickwork and natural stone as well as
hollow base material using suitable
sleeves. It can be used for installing
studs, rebar and Internal Threaded
Sockets in both wet and dry conditions.
Installation Data Setting Times
BaseMaterialTemp °C
GelTimeMins
LoadTimeMins
0 25 90
5 14 70
10 11 50
15 7 35
20 6 32
25 3 30
ThreadDiameter
mm
Drill HoleDiameter
mm
HoleDepth
mm
MaximumFixture
Thicknessmm
FixtureClearance Hole
mm
MinimumStructureThickness
mm
TighteningTorque
mm
8 10 80 9 10 100 7
10 12 90 11 12 120 11
12 14 110 13 14 140 25
16 18 125 17 18 160 50
20 25 170 22 22 220 115
24 28 210 26 26 260 140
Resin Fixing per Cartridge
Thread Diameter
mm
Hole Diameter
mm
Hole Depth
mm
380
mm
8 10 80 110
10 12 90 60
12 14 110 40
16 18 125 20
20 25 170 9
24 28 210 5
JFEA380SF
Recommended Loads for Brick and Block
ThreadDiameter
mm
Brick Block
20 N/mm² Solid Brick 7 N/mm² Solid Block
Rec LoadkN
Rec TorqueNm
Rec LoadkN
Rec TorqueNm
8 1.5 4 0.9 3
10 3.0 7 1.4 6
12 4.2 11 2.5 10
16 5.1 25 4.0 23
Installation Instructions Solid Materials
Drill correct diameter hole tocorrect depth
Clean hole by brushing andblowing to remove drillingdebris and dust
Attach nozzle followinginstructions on tube
Insert stud rotating by hand toensure an even distribution ofthe resin
Allow to cure. Attach fixtureand tighten to RecommendedTorque
1 2 3 4 5
Technical Helpline 020 8546 6545 Epoxy Acrylate Resin
33
Performance Data (20/25 Concrete)
Thread Diametermm
Characteristic ResistancekN
Design ResistancekN
Recommended LoadkN
Spacingmm
Edge Distancemm
Tensile Shear Tensile Shear Tensile Shear Tensile & Shear Tensile Shear
8 22.2 9.0 10.2 7.2 7.3 5.1 100 80 90
10 36.6 14.0 18.1 11.2 13.0 8.0 130 90 125
12 50.5 21.0 24.7 16.8 17.7 12.0 150 110 160
16 79.0 39.0 38.8 31.2 27.8 22.3 170 130 270
20 101.3 61.0 49.7 48.8 35.5 34.9 210 150 300
24 136.6 88.0 64.3 70.4 46.0 50.3 240 190 360
Influence of Concrete Strength
Steel Design Resistance for single anchor
Anchor Mechanical Properties
When using concrete factors check all other information to ensure Steel Strength and Pull out Resistance is not exceeded
Concrete Strength C20/25 C25/30 C30/37 C40/50 C45/55 C50/60
Cylinder N/mm² 20 25 30 40 45 50
Cube N/mm² 25 30 37 50 55 60
Factor 1.00 1.10 1.22 1.41 1.48 1.55
M8 M10 M12 M16 M20 M24
Nominal Tensile
Strength
N/mm² 500 500 500 500 500 500 Zinc plated & H.D.G
Stainless Steel Grade 70700 700 700 700 700 700
Yield StrengthN/mm² 400 400 400 400 400 400 Zinc plated & H.D.G
Stainless Steel Grade 70450 450 450 450 450 450
Nut A/F
Washer Diameter
mm 13 17 19 24 30 36
mm 16 21 24 30 37 44
M8 M10 M12 M16 M20 M24
TensionkN 12.0 19.3 28.0 52.0 82.0 118.0 Grade 5.8
Stainless Steel Grade 70kN 13.9 21.4 31.5 58.8 92.0 132.0
ShearkN 7.2 11.2 16.8 31.2 48.8 70.4 Grade 5.8
Stainless Steel Grade 70kN 8.3 12.8 18.5 35.2 55.1 79.4
Shear Loads towards a free edge are for single anchors where Spacing ≥ 3 x Edge Distance
Loads are for JCP Grade 5.8 Studs and Grade 70 Stainless Steel Studs *M8, M20 & M24 Studs are not part of ETA
Spacing (C20/25 Concrete)Spacingmm
Tensile Resistance per Pair of AnchorsM8 M10 M12 M16 M20 M24
40 14.345 14.8 24.450 15.3 25.155 15.8 25.8 33.860 16.3 26.5 34.665 16.8 27.2 35.4 53.670 17.3 27.8 36.2 54.880 18.4 29.2 37.9 57.190 19.4 30.6 39.5 59.3 71.0100 20.4 32.0 41.2 61.6 73.4110 33.4 42.8 63.9 75.7120 34.8 44.5 66.2 78.1 96.5130 36.2 46.1 68.5 80.5 99.1140 47.8 70.8 82.8 101.8150 49.4 73.0 85.2 104.5160 75.3 87.6 107.2170 77.6 89.9 109.8180 92.3 112.5190 94.7 115.2210 99.4 120.6220 123.2230 125.9240 128.6
Reduced Design Resistance (kN) • Divide Loads by 1.4 for Approved Loads
Edge Distance (C20/25 Concrete) for single anchorsEdgemm
Tensile Resistance Shear ResistanceM8 M10 M12 M16 M20 M24 M8 M10 M12 M16 M20 M24
40 6.645 7.1 11.850 7.5 12.5 4.055 8.0 13.2 16.1 4.460 8.4 13.9 16.8 4.865 8.9 14.6 17.6 25.2 5.2 5.870 9.3 15.3 18.4 26.3 33.3 5.6 6.380 10.2 16.7 20.0 28.4 35.4 6.4 7.2 8.490 18.1 21.6 30.4 37.4 40.6 7.2 8.1 9.5100 23.1 32.5 40.5 43.0 9.0 10.5110 24.7 34.6 41.5 45.3 9.9 11.6125 37.8 45.6 48.9 11.2 13.1 14.4130 38.8 47.7 50.1 13.7 15.0150 49.7 54.8 15.8 17.3 24.4160 57.2 16.8 18.5 26.0170 59.6 19.6 27.7190 64.3 22.0 30.9 37.2210 24.3 34.2 41.1230 26.6 37.4 45.0270 31.2 43.9 52.8300 48.8 58.7330 64.5360 70.4
SpecificationPolyester Resin (Styrene Free)
34
Features
1 Expansion free
2 Easy to dispense
3 Close Spacing and Edge Distance
4 Styrene free
Resin Fixing per CartridgeThread Diameter
mm
Hole Diameter
mm
Hole Depth
mm
360
mm
300
mm
150
mm
M8 10 80 110 68 30
M10 12 90 60 45 20
M12 14 110 40 26 12
M16 18 125 20 18 8
M20 25 170 9 9 4
M24 28 210 5 4 2
Product Information
The Polyester 2 Part Injection Resin is a
general purpose resin on styrene free
monomers. Suitable for solid brickwork,
natural stone and concrete as well as
hollow base materials using suitable
sleeves. It can be used for installing
Studs, Rebar and Internal Threaded
Sockets in damp and dry conditions.
Loads are for any direction
Maintain Spacing as per Concrete Loads
but only 1 fixing per brick is recommended
Do not fix closer than 1 brick away from a free edge
Due to the variable nature of Brickwork and Blockwork these figures
are for guidance only. For critical applications a site test is recommended
Installation Data Setting Times
BaseMaterialTemp °C
GelTimeMins
LoadTimeMins
-5 50 90
0 30 70
5 12 50
10 9 40
15 6 35
20 4 25
ThreadDiameter
mm
Drill HoleDiameter
mm
HoleDepth
mm
MaximumFixture
Thicknessmm
FixtureClearanceHolemm
MinimumStructureThickness
mm
TighteningTorque
mm
8 10 80 9 10 100 11
10 12 90 11 12 120 22
12 14 110 13 14 140 38
16 18 125 17 18 160 95
20 25 170 22 22 220 170
24 28 210 26 26 260 260
Recommended Loads for Brick and Block
ThreadDiameter
mm
Brick Block
20 N/mm² Solid Brick 7 N/mm² Solid Block
Rec LoadkN
Rec TorqueNm
Rec LoadkN
Rec TorqueNm
8 1.5 4 0.9 3
10 3.0 7 1.4 6
12 4.2 11 2.5 10
16 5.1 25 4.0 23
Drill hole of correct diameter andto correct depth. If holes formedusing diamond drill sides mustbe roughened using a rotarypercussion bit
Clean hole by brushing andblowing to remove drilling debrisand dust
Inject resin into hole afterensuring that the 2 parts aremixing correctley. Fill hole approx1/3 full, filling hole from thebottom towards the top
3a For Hollow Materials insert perforated sleeve first and inject resinto fill sleeve. Filling sleeve from the bottom towards the top
Insert stud rotating by hand toensure an even distribution ofthe resin around the hole
Allow the resin to cure forappropriate time. Attach fixtureand tighten anchor toRecommended Torque
Installation Instructions
Solid Materials
Hollow Materials
1 2 3 4 5
1 2 3a 4 5
JF150P
JF380PSF
JFEA300SF
Technical Helpline 020 8546 6545 Polyester Resin (Styrene Free)
35
Performance Data (20/25 Concrete)
Thread Diametermm
Characteristic ResistancekN
Design ResistancekN
Recommended LoadkN
Spacingmm
Edge Distancemm
Tensile Shear Tensile Shear Tensile Shear Tensile & Shear Tensile Shear
8 20.2 9.0 8.1 7.2 5.8 5.1 100 80 90
10 28.5 14.0 11.4 11.2 8.1 8.0 130 90 125
12 40.5 21.0 16.2 16.8 11.6 12.0 150 110 160
16 69.2 39.0 27.7 31.2 19.8 22.3 170 130 270
20 89.9 61.0 40.7 48.8 29.1 34.9 210 150 300
24 112.6 88.0 46.3 70.4 33.1 50.3 240 190 360
Influence of Concrete Strength
Steel Design Resistance for single anchor
Anchor Mechanical Properties
When using concrete factors check all other information to ensure Steel Strength and Pull out Resistance is not exceeded
Concrete Strength C20/25 C25/30 C30/37 C40/50 C45/55 C50/60
Cylinder N/mm² 20 25 30 40 45 50
Cube N/mm² 25 30 37 50 55 60
Factor 1.00 1.10 1.22 1.41 1.48 1.55
M8 M10 M12 M16 M20 M24
Nominal Tensile
Strength
N/mm² 500 500 500 500 500 500 Zinc plated & H.D.G
Stainless Steel700 700 700 700 700 700
Yield StrengthN/mm² 400 400 400 400 400 400 Zinc plated & H.D.G
Stainless Steel450 450 450 450 450 450
Nut A/F
Washer Diameter
mm 13 17 19 24 30 36
mm 16 21 24 30 37 44
M8 M10 M12 M16 M20 M24
TensionkN 12.0 19.3 28.0 52.0 82.0 118.0 Grade 5.8
Stainless Steel Grade 70kN 13.9 21.4 31.5 58.8 92.0 132.0
ShearkN 7.2 11.2 16.8 31.2 48.8 70.4 Grade 5.8
Stainless Steel Grade 70kN 8.3 12.8 18.5 35.2 55.1 79.4
Spacing (C20/25 Concrete)Spacingmm
Tensile Resistance per Pair of AnchorsM8 M10 M12 M16 M20 M24
40 11.345 11.7 15.350 12.2 15.855 12.6 16.2 22.160 13.0 16.7 22.765 13.4 17.1 23.2 38.370 13.8 17.5 23.8 39.180 14.6 18.4 24.8 40.790 15.4 19.3 25.9 42.4 58.1100 16.2 20.2 27.0 44.0 60.1110 21.0 28.1 45.6 62.0120 21.9 29.2 47.3 64.0 69.5130 22.8 30.2 48.9 65.9 71.4140 31.3 50.5 67.8 73.3150 32.4 52.1 69.8 75.2160 53.8 71.7 77.2170 55.4 73.6 79.1190 77.5 83.0210 81.4 86.8230 90.7240 92.6
Reduced Design Resistance (kN) • Divide Loads by 1.4 for Approved Loads
Edge Distance (C20/25 Concrete) for single anchorsEdgemm
Tensile Resistance Shear ResistanceM8 M10 M12 M16 M20 M24 M8 M10 M12 M16 M20 M24
40 5.345 5.6 7.450 6.0 7.9 4.055 6.3 8.3 10.5 4.460 6.7 8.7 11.0 4.865 7.0 9.2 11.6 18.0 5.2 5.870 7.4 9.6 12.1 18.8 25.5 5.6 6.380 8.1 10.5 13.1 20.2 27.4 6.4 7.2 8.490 11.4 14.1 21.7 29.3 29.2 7.2 8.1 9.5100 15.2 23.2 31.2 30.9 9.0 10.5110 16.2 24.7 33.1 32.7 9.9 11.6125 27.0 36.0 35.2 11.2 13.1 14.4130 27.7 36.9 36.1 13.7 15.0150 40.7 39.5 15.8 17.3 24.4160 41.2 16.8 18.5 26.0170 42.9 19.6 27.7190 46.3 22.0 30.9 37.2200 23.1 32.5 39.1210 24.3 34.2 41.1230 26.6 37.4 45.0270 31.2 43.9 52.8300 48.8 58.7330 64.5360 70.4
SpecificationPolyester Resin
36
Loads are for any direction
Maintain Spacing as per Concrete Loads
but only 1 fixing per brick is recommended
Do not fix closer than 1 brick away from a free edge
Due to the variable nature of Brickwork and Blockwork these figures
are for guidance only. For critical applications a site test is recommended
Features
1 Expansion free
2 Easy to dispense
3 Close Spacing and Edge Distance
4 Minimum waste
Installation Data Setting Times
BaseMaterialTemp °C
GelTimeMins
LoadTimeMins
0 45 180
5 25 120
10 15 90
15 10 60
20 8 45
25 5 30
ThreadDiameter
mm
Drill HoleDiameter
mm
HoleDepth
mm
MaximumFixture
Thicknessmm
FixtureClearanceHolemm
MinimumStructureThickness
mm
TighteningTorque
mm
8 10 80 9 10 100 7
10 12 90 11 12 120 11
12 14 110 13 14 140 25
16 18 125 17 18 160 50
20 25 170 22 22 220 115
24 28 210 26 26 260 140
Resin Fixing per CartridgeThread Diameter
mm
Hole Diameter
mm
Hole Depth
mm
380
mm
8 10 80 110
10 12 90 60
12 14 110 40
16 18 125 20
20 25 170 9
24 28 210 5
JF380P
Recommended Loads for Brick and Block
ThreadDiameter
mm
Brick Block
20 N/mm² Solid Brick 7 N/mm² Solid Block
Rec LoadkN
Rec TorqueNm
Rec LoadkN
Rec TorqueNm
8 1.5 4 0.9 3
10 3.0 7 1.4 6
12 4.2 11 2.5 10
16 5.1 25 4.0 23
Drill hole of correct diameter andto correct depth. If holes formedusing diamond drill sides mustbe roughened using a rotarypercussion bit
Clean hole by brushing andblowing to remove drilling debrisand dust
Inject resin into hole afterensuring that the 2 parts aremixing correctly. Fill hole approx1/3 full, filling hole from thebottom towards the top
3a For Hollow Materials insert perforated sleeve first and inject resinto fill sleeve. Filling sleeve from the bottom towards the top
Insert stud rotating by hand toensure an even distribution ofthe resin around the hole
Allow the resin to cure forappropriate time. Attach fixtureand tighten anchor toRecommended Torque
Installation Instructions
Solid Materials
Hollow Materials
Product Information
The Polyester 2 Part Injection Resin is a
general purpose resin suitable for solid
brickwork and natural stone as well as
hollow base materials using suitable
sleeves. Polyester resin can also be
used in Concrete but more suitable J-Fix
Resins are available. It can be used for
installing Studs, Rebar and Internal
Threaded Sockets in dry conditions.
1 2 3 4 5
1 2 3a 4 5
Technical Helpline 020 8546 6545 Polyester Resin
37
Performance Data (20/25 Concrete)
Thread Diametermm
Characteristic ResistancekN
Design ResistancekN
Recommended LoadkN
Spacingmm
Edge Distancemm
Tensile Shear Tensile Shear Tensile Shear Tensile & Shear Tensile Shear
8 14.5 9.0 6.9 7.2 4.9 5.1 100 80 90
10 22.1 14.0 10.5 11.2 7.5 8.0 130 90 125
12 31.7 21.0 15.1 16.8 10.8 12.0 150 110 160
16 36.1 39.0 17.2 31.2 12.3 22.3 170 130 270
20 58.4 61.0 27.8 48.8 19.9 34.9 210 150 300
24 80.6 88.0 38.4 70.4 27.4 50.3 240 190 360
Influence of Concrete Strength
Steel Design Resistance for single anchor
Anchor Mechanical Properties
When using concrete factors check all other information to ensure Steel Strength and Pull out Resistance is not exceeded
Concrete Strength C20/25 C25/30 C30/37 C40/50 C45/55 C50/60
Cylinder N/mm² 20 25 30 40 45 50
Cube N/mm² 25 30 37 50 55 60
Factor 1.00 1.10 1.22 1.41 1.48 1.55
M8 M10 M12 M16 M20 M24
Nominal Tensile
Strength
N/mm² 500 500 500 500 500 500 Zinc plated & H.D.G
Stainless Steel700 700 700 700 700 700
Yield StrengthN/mm² 400 400 400 400 400 400 Zinc plated & H.D.G
Stainless Steel450 450 450 450 450 450
Nut A/F
Washer Diameter
mm 13 17 19 24 30 36
mm 16 21 24 30 37 44
M8 M10 M12 M16 M20 M24
TensionkN 12.0 19.3 28.0 52.0 82.0 118.0 Grade 5.8
Stainless Steel Grade 70kN 13.9 21.4 31.5 58.8 92.0 132.0
ShearkN 7.2 11.2 16.8 31.2 48.8 70.4 Grade 5.8
Stainless Steel Grade 70kN 8.3 12.8 18.5 35.2 55.1 79.4
Spacing (C20/25 Concrete)Spacingmm
Tensile Resistance per Pair of AnchorsM8 M10 M12 M16 M20 M24
40 9.745 10.0 14.150 10.4 14.555 10.7 14.9 20.660 11.0 15.3 21.165 11.4 15.8 21.6 23.870 11.7 16.2 22.1 24.380 12.4 17.0 23.2 25.390 13.1 17.8 24.2 26.3 39.7100 13.8 18.6 25.2 27.3 41.0110 19.4 26.2 28.3 42.4120 20.2 27.2 29.3 43.7 54.6130 21.0 28.2 30.4 45.0 56.1140 29.2 31.4 46.3 57.6150 30.2 32.4 47.7 59.2160 33.4 49.0 60.7170 34.4 50.3 62.2190 53.0 65.2210 55.6 68.3230 71.3240 72.8
Reduced Design Resistance (kN) • Divide Loads by 1.4 for Recommended Loads
Edge Distance (C20/25 Concrete) for single anchorsEdgemm
Tensile Resistance Shear ResistanceM8 M10 M12 M16 M20 M24 M8 M10 M12 M16 M20 M24
40 4.545 4.8 6.850 5.1 7.2 4.055 5.4 7.6 9.8 4.460 5.7 8.1 10.3 4.865 6.0 8.5 10.8 11.2 5.2 5.870 6.3 8.9 11.3 11.6 17.4 5.6 6.380 6.9 9.7 12.2 12.6 18.7 6.4 7.2 8.490 10.5 13.2 13.5 20.0 24.3 7.2 8.1 9.5100 14.1 14.4 21.3 25.7 9.0 10.5110 15.1 15.3 22.6 27.1 9.9 11.6125 16.7 24.6 29.2 11.2 13.1 14.4130 17.2 25.2 29.9 13.7 15.0150 27.8 32.7 15.8 17.3 24.4160 34.2 16.8 18.5 26.0170 35.6 19.6 27.7190 38.4 22.0 30.9 37.2200 23.1 32.5 39.1210 24.3 34.2 41.1230 26.6 37.4 45.0270 31.2 43.9 52.8300 48.8 58.7330 64.5360 70.4
SpecificationInternal Threaded Sockets
38
Features
1 Expansion free
2 High Loads
3 Close Spacing and Edge Distance
4 Allows removal of bolt to leave a
re-usable socket in place
Product Information
The Internal threaded Sockets provide
a flush fixing which allows for the
attachment of a suitable bolt or
threaded rod. Available in zinc plated
and A2/304 stainless steel versions.
Socket Data
Data is for Spin In Capsules and Vinylester (Highload) Resin
Part Number ThreadDiameter
mm
SocketLength
mm
InternalThreadLengthmm
Drill HoleDiameter
mm
HoleDepth
mm
FixtureClearanceHolemm
MinimumStructureThickness
mm
TighteningTorque
NmZinc Plated
Stainless SteelA2/304
Use withCapsule
ITSM08BZP ITSM08SS JCAPSM12 8 90 30 14 90 10 110 7
ITSM10BZP ITSM10SS JCAPSM16 10 90 35 18 90 12 120 11
ITSM12BZP ITSM12SS JCAPSM16 12 90 40 25 90 14 140 25
ITSM016ZP ITSM16SS JCAPSM16 16 125 40 28 125 18 160 50
For Injection Resin inject correct amount of resin into hole and insertsocket rotating the socket by hand to ensure even distribution of resin
For Injection Resin installation it is advisable to insert a bolt intothe socket prior to installation to prevent resin entering the internalthreads of the socket
For appropriate cure timessee instructions on relevantresin products
Installation Instructions
Cure Times
Drill hole of correct diameterand correct depth
Clean hole by brushing andblowing to remove drillingdebris and dust
Insert Spin-In Capsule intodrilled hole with air gap incapsule nearest to surface
Attach setting tool to socketand spin in with drillingmachine using rotary hammeraction until flush with surface
Allow the resin to cure forappropriate time. Attach fixtureand tighten anchor toRecommended Torque
1 2 3 4 5
Technical Helpline 020 8546 6545 Internal Threaded Sockets
39
Influence of Concrete Strength
Steel Design Resistance for single anchor
Anchor Mechanical Properties
When using concrete factors check all other information to ensure Steel Strength and Pull out Resistance is not exceeded
M8 M10 M12 M16
Nominal Tensile
Strength
N/mm² 500 500 500 500 Zinc plated
Stainless Steel700 700 700 700
Yield StrengthN/mm² 400 400 400 400 Zinc plated
Stainless Steel450 450 450 450
Nut A/F
Washer Diameter
mm 13 17 19 24
mm 16 21 24 30
M8 M10 M12 M16
TensionkN 12.0 19.3 28.0 52.0 Grade 5.8
Stainless Steel Grade 70kN 13.9 21.4 31.5 58.8
ShearkN 7.1 11.2 16.8 31.2 Grade 5.8
Stainless Steel Grade 70kN 8.3 12.8 18.5 35.2
Concrete Strength C20/25 C25/30 C30/37 C40/50 C45/55 C50/60
Cylinder N/mm² 20 25 30 40 45 50
Cube N/mm² 25 30 37 50 55 60
Factor 1.00 1.10 1.22 1.41 1.48 1.55
Performance Data (20/25 Concrete)
Thread Diametermm
Characteristic ResistancekN
Design ResistancekN
Recommended LoadkN
Spacingmm
Edge Distancemm
Tensile Shear Tensile Shear Tensile Shear Tensile & Shear Tensile Shear
8 35.6 9.0 12.2 7.2 8.7 5.7 135 80 90
10 42.7 14.0 16.9 11.2 12.1 8.5 180 90 125
12 52.2 21.0 20.7 16.8 14.8 11.3 200 100 160
16 92.3 39.0 36.6 31.2 26.1 14.2 250 125 270
Shear Loads towards a free edge are for single anchors where Spacing ≥ 3 x Edge Distance
Loads are for JCP Grade 5.8 Studs and Grade 70 Stainless Steel Studs
Spacing (C20/25 Concrete)Spacingmm
Tensile Resistance per Pair of AnchorsM8 M10 M12 M16
70 18.580 19.490 20.3100 21.2 26.3110 22.1 27.2120 23.0 28.2 33.1135 24.4 29.6 34.7150 31.0 36.2 58.6160 31.9 37.3 60.0170 32.9 38.3 61.5180 33.8 39.3 63.0190 40.4 64.4200 41.4 65.9210 67.3220 68.8230 70.3240 71.7250 73.2
Reduced Design Resistance (kN) • Divide Loads by 1.4 for Recommended Loads
Edge Distance (C20/25 Concrete) for single anchors
Edgemm
Tensile Resistance Shear ResistanceM8 M10 M12 M16 M8 M10 M12 M16
45 8.5 3.650 9.0 11.6 4.055 9.5 12.3 14.2 4.460 10.1 13.0 14.9 4.865 10.6 13.6 15.6 5.2 5.870 11.1 14.3 16.4 24.3 5.6 6.380 12.2 15.6 17.8 25.3 6.4 7.2 8.490 16.9 19.3 27.4 7.2 8.1 9.5100 20.7 29.4 9.0 10.5110 31.5 9.9 11.6120 33.5 10.8 12.6125 36.6 11.2 13.1140 14.7 16.2160 16.8 18.5180 20.8200 23.1220 25.4250 28.9270 31.2