Product Information
The Epoxy 2 Part injection resin is suitable for use in solid concrete, solid brickwork and natural stone. It can be used for installing threaded studs, rebar or internal threaded sockets.
Features
Expansion free High loads Close Spacing and Edge Distance Can be used in dry, wet and flooded holes
Specification
Range Data
Epoxy Resin
Page 1 of 6 Version 4
JF375E
Grade 8.8 Chisel End Studs Zinc plated & yellow passivated min 5µm
Part Number Thread Diam
Stud Length
Maximum Fixture
Thickness
Drill Hole
Diam.
Hole Depth
Embedment Depth
Fixture Clearance
Hole
Tightening Torque
Stainless Steel Zinc Plated mm mm mm mm mm mm Nm
JSTUD08110SSA4 JSTUD08110HT M8 110 18 10 85 80
JSTUD10130SSA4 JSTUD10130HT M10 130 25 12 95 90 12 20
JSTUD12160SSA4 JSTUD12160HT M12 160 34 14 115 110 14 40
JSTUD16190SSA4 JSTUD16190HT M16 190 45 18 130 125 18 80
JSTUD20260SSA4 JSTUD20260HT M20 260 55 22 175 170 22 150
JSTUD24300SSA4 JSTUD24300HT M24 300 55 26 215 210 26 200
JSTUD30380HT M30 380 55 35 280 280 32 300
JMN150E
WRAS Listing Number 1506530
Cartridge Temperature
°C
Base Material Temperature
°C
Useable time Twork
(mins)
Load Time Tload
(hrs)
Minimum +10°C+5°C 300
24+5°C to +10°C 150
+10°C to +15°C +10°C to +15°C 40 18
+15°C to +20°C +15°C to +20°C 25 12
+20°C to +25°C +20°C to +25°C 18 8
+25°C to +30°C +25°C to +30°C 12 6
+30°C to +35°C +30°C to +35°C 8 4
+35°C to +40°C +35°C to +40°C 6 2
Ensure Cartridge Temperature is ˃ 10°C
Note:- Twork is the highest temperature in the range. Tload is the lowest temperature in the range
Suitable for use in cracked and non-cracked concrete
For non standard embedment depths use threaded rod minimum grade 8.8 or A4-316 grade 70 Stainless Steel.
JF300E
Stainless Steel Grade A4-70 Chisel End Studs
For all embedment depths:- hole depth = embedment depth + 5mm
ETA 17/0011
Technical Helpline 020 8943 1800
Grade 8.8 Zinc Plated Studs Performance Data (C20/25 Uncracked Concrete)
Thread Diam
Characteristic Resistance
Design Resistance
ApprovedResistance
DesignSpacing
DesignEdge Distance
mm kN kN kN mm mm
Tensile Shear Tensile Shear Tensile Shear Tensile & Shear Tensile Shear
8 21.0 15.0 14.0 11.9 10.0 8.5 190 105 125
10 23.4 23.0 15.6 18.3 11.1 13.0 240 120 200
12 29.5 34.0 19.7 27.1 14.0 19.3 280 140 295
16 36.1 72.7 24.0 48.1 17.1 34.5 305 155 485
20 43.1 86.2 28.7 57.4 20.5 41.0 360 180 530
24 47.5 95.0 31.6 63.3 21.8 45.2 380 190 545
30 66.3 132.7 44.2 88.5 31.5 63.2 480 240 660
Minimum Embedment M8=60mm, M10=60 M12=70mm, M16=80mm, M20=90mm, M24=96mm, M30=120mm
Grade 8.8 Zinc Plated Studs Performance Data (C20/25 Uncracked Concrete)
Thread Diam
Characteristic Resistance
Design Resistance Approved Resistance
DesignSpacing
DesignEdge Distance
mm kN kN kN mm mm
Tensile Shear Tensile Shear Tensile Shear Tensile & Shear Tensile Shear
8 28.1 15.0 18.7 11.9 13.3 8.5 220 115 115
10 36.7 23.0 24.5 18.3 17.5 13.0 270 150 170
12 53.9 34.0 35.9 27.1 25.6 19.3 380 200 230
16 70.5 63.0 47.0 50.3 33.5 35.9 485 245 400
20 111.9 98.0 74.6 78.3 53.2 55.9 680 340 530
24 153.6 141.0 102.4 112.7 73.1 80.5 830 415 675
30 236.6 224.0 157.7 179.1 112.6 127.9 1120 560 915
Standard Embedment M8=80mm, M10=90mm, M12=110mm, M16=125mm, M20=170mm, M24=210mm, M30=280mm
Shear Loads towards a free edge for all embedment depths are for single anchors where Spacing ≥ 3 x Edge Distance
Epoxy Resin
Page 2 of 6 Version 4
Grade 8.8 Zinc Plated Studs Performance Data (C20/25 Uncracked Concrete)
Thread Diam
Characteristic Resistance
Design Resistance Approved Resistance
DesignSpacing
DesignEdge Distance
mm kN kN kN mm mm
Tensile Shear Tensile Shear Tensile Shear Tensile & Shear Tensile Shear
8 29.0 15.0 19.3 11.9 13.7 8.5 205 110 110
10 46.0 23.0 30.6 18.3 21.8 13.0 250 150 145
12 67.0 34.0 44.6 27.1 31.8 19.3 340 210 195
16 126.0 63.0 83.9 50.3 59.9 35.9 525 320 285
20 196.0 98.0 130.6 78.3 93.2 55.9 885 470 400
24 282.0 141.0 187.9 112.7 134.2 80.5 1050 585 485
30 449.0 224.0 299.3 179.1 213.7 127.9 970 680 570
Deep Embedment M8=85mm, M10=115mm, M12=140mm, M16=210mm, M20=260mm, M24=340mm, M30=530mm
M8, M10 & M12 = Embedment Depth + 30mm ≥100mm. M16, M20, M24 & M30 = Embedment Depth + 2 x Drill Hole DiameterMinimum Base Material Thickness
(Limited by grade 8.8 steel strength)
Technical Helpline 020 8943 1800
Grade 8.8 Zinc Plated Studs Performance Data (C20/25 Cracked Concrete)
Thread Diam
Characteristic Resistance
Design Resistance
ApprovedResistance
DesignSpacing
DesignEdge Distance
mm kN kN kN mm mm
Tensile Shear Tensile Shear Tensile Shear Tensile & Shear Tensile Shear
8 12.0 15.0 8.0 11.9 5.7 8.5 180 90 185
10 15.0 23.0 10.0 18.3 7.1 13.0 180 90 290
12 19.7 34.0 13.1 27.1 9.3 19.3 210 105 430
16 25.7 51.5 17.1 34.3 12.2 24.5 240 120 485
20 30.7 61.4 20.4 40.9 14.5 29.2 270 135 535
24 33.8 67.7 22.5 45.1 16.0 32.2 290 145 550
30 47.3 94.6 31.5 63.0 22.5 45.0 360 180 665
Minimum Embedment M8=60mm, M10=60 M12=70mm, M16=80mm, M20=90mm, M24=96mm, M30=120mm
Grade 8.8 Zinc Plated Studs Performance Data (C20/25 Cracked Concrete)
Thread Diam
Characteristic Resistance
Design Resistance Approved Resistance
DesignSpacing
DesignEdge Distance
mm kN kN kN mm mm
Tensile Shear Tensile Shear Tensile Shear Tensile & Shear Tensile Shear
8 16.0 15.0 10.7 11.9 7.6 8.5 220 110 170
10 22.6 23.0 15.0 18.3 10.7 13.0 265 135 250
12 31.1 34.0 20.7 27.1 14.7 19.3 315 160 340
16 47.1 63.0 31.4 50.3 22.4 35.9 375 190 590
20 74.7 98.0 49.8 78.3 35.5 55.9 505 255 785
24 109.5 141.0 73.0 112.7 52.1 80.5 635 320 1010
30 131.9 224.0 87.9 179.1 62.7 127.9 660 330 1370
Standard Embedment M8=80mm, M10=90mm, M12=110mm, M16=125mm, M20=170mm, M24=210mm, M30=280mm
Shear Loads towards a free edge for all embedment depths are for single anchors where Spacing ≥ 3 x Edge Distance
Epoxy Resin
Page 3 of 6 Version 4
Grade 8.8 Zinc Plated Studs Performance Data (C20/25 Cracked Concrete)
Thread Diam
Characteristic Resistance
Design Resistance Approved Resistance
DesignSpacing
DesignEdge Distance
mm kN kN kN mm mm
Tensile Shear Tensile Shear Tensile Shear Tensile & Shear Tensile Shear
8 29.0 15.0 19.3 11.9 13.7 8.5 215 110 120
10 46.0 23.0 30.6 18.3 21.8 13.0 255 130 160
12 67.0 34.0 44.6 27.1 31.8 19.3 305 160 200
16 120.6 63.0 80.4 50.3 60.0 35.9 405 205 320
20 175.9 98.0 117.2 78.3 83.7 55.9 510 275 440
24 253.3 141.0 168.8 112.7 120.5 80.5 585 395 570
30 282.7 224.0 188.4 179.1 134.5 127.9 660 330 800
Deep Embedment *M8=145mm, * M10=185mm, M12=240mm, M16=320mm, M20=400mm, M24=480mm, M30=600mm
M8, M10 & M12 = Embedment Depth + 30mm ≥100mm. M16, M20, M24 & M30 = Embedment Depth + 2 x Drill Hole DiameterMinimum Base Material Thickness
(* Limited by grade 8.8 steel strength)
Technical Helpline 020 8943 1800
Grade A4-70 Stainless SteelStuds Performance Data (C20/25 Uncracked Concrete)
Thread Diam
Characteristic Resistance
Design Resistance
ApprovedResistance
DesignSpacing
DesignEdge Distance
mm kN kN kN mm mm
Tensile Shear Tensile Shear Tensile Shear Tensile & Shear Tensile Shear
8 26.0 13.0 13.9 8.3 9.9 5.9 190 105 85
10 23.4 20.0 15.6 12.8 11.1 9.1 240 120 135
12 29.5 30.0 19.7 19.2 14.0 13.7 280 140 200
16 36.1 55.0 24.0 35.2 17.1 25.1 305 150 340
20 43.1 86.0 28.7 55.1 20.5 39.3 360 180 510
24 47.5 93.1 31.6 62.0 22.5 44.2 380 190 530
30 66.3 132.7 44.2 88.5 31.5 63.2 480 240 660
Minimum Embedment M8=60mm, M10=60 M12=70mm, M16=80mm, M20=90mm, M24=96mm, M30=120mm
Grade A4-70 Stainless SteelStuds Performance Data (C20/25 Uncracked Concrete)
Thread Diam
Characteristic Resistance
Design Resistance Approved Resistance
DesignSpacing
DesignEdge Distance
mm kN kN kN mm mm
Tensile Shear Tensile Shear Tensile Shear Tensile & Shear Tensile Shear
8 26.0 13.0 13.9 8.3 9.9 5.9 100 75 75
10 41.0 20.0 21.9 12.8 15.6 9.1 210 125 110
12 59.0 30.0 31.5 19.2 22.5 13.7 275 170 155
16 70.5 55.0 47.0 35.2 33.5 25.1 485 245 265
20 111.9 86.0 74.6 55.1 53.2 39.3 680 340 350
24 153.6 124.0 102.4 79.4 73.1 56.7 830 420 450
30 236.6 196.0 157.7 125.6 112.6 89.7 1120 560 600
Standard Embedment M8=80mm, M10=90mm, M12=110mm, M16=125mm, M20=170mm, M24=210mm, M30=280mm
Shear Loads towards a free edge for all embedment depths are for single anchors where Spacing ≥ 3 x Edge Distance
Epoxy Resin
Page 4 of 6 Version 4
Grade A4-70 Stainless Steel Studs Performance Data (C20/25 Uncracked Concrete)
Thread Diam
Characteristic Resistance
Design Resistance Approved Resistance
DesignSpacing
DesignEdge Distance
mm kN kN kN mm mm
Tensile Shear Tensile Shear Tensile Shear Tensile & Shear Tensile Shear
8 26.0 13.0 13.9 8.3 9.9 5.9 100 75 75
10 41.0 20.0 21.9 12.8 15.6 9.1 210 125 110
12 59.0 30.0 31.5 19.2 22.5 13.7 275 170 155
16 110.0 55.0 58.2 35.2 41.5 25.1 555 285 240
20 172.0 86.0 91.9 55.1 65.6 39.3 740 385 315
24 247.0 124.0 132.0 79.4 56.7 56.7 975 495 395
30 393.0 196.0 210.1 125.6 150.0 89.7 1080 615 485
Deep Embedment M8=80mm, M10=90mm, M12=110mm, M16=145mm, M20=200mm, M24=250mm, M30=375mm
M8, M10 & M12 = Embedment Depth + 30mm ≥100mm. M16, M20, M24 & M30 = Embedment Depth + 2 x Drill Hole DiameterMinimum Base Material Thickness
(Limited by grade 70 steel strength)
Technical Helpline 020 8943 1800
Grade A4-70 Stainless Steel Studs Performance Data (C20/25 Cracked Concrete)
Thread Diam
Characteristic Resistance
Design Resistance
ApprovedResistance
DesignSpacing
DesignEdge Distance
mm kN kN kN mm mm
Tensile Shear Tensile Shear Tensile Shear Tensile & Shear Tensile Shear
8 12.0 13.0 8.0 8.3 5.7 5.9 180 90 125
10 15.0 20.0 10.0 12.8 7.1 9.1 180 90 195
12 19.7 30.0 13.1 19.2 9.3 13.7 210 105 295
16 25.7 51.2 17.1 34.3 12.2 24.5 240 120 500
20 30.7 61.4 20.4 40.9 14.5 29.2 270 135 535
24 33.8 67.7 22.5 45.1 16.0 32.2 290 145 550
30 47.3 94.6 31.5 63.0 22.5 45.0 360 180 665
Minimum Embedment M8=60mm, M10=60 M12=70mm, M16=80mm, M20=90mm, M24=96mm, M30=120mm
Grade A4-70 Stainless Steel Studs Performance Data (C20/25 Cracked Concrete)
Thread Diam
Characteristic Resistance
Design Resistance Approved Resistance
DesignSpacing
DesignEdge Distance
mm kN kN kN mm mm
Tensile Shear Tensile Shear Tensile Shear Tensile & Shear Tensile Shear
8 16.0 13.0 10.7 8.3 7.6 5.9 220 110 115
10 22.6 20.0 15.0 12.8 10.7 9.1 265 135 165
12 31.1 30.0 20.7 19.2 14.7 13.7 315 160 230
16 47.1 55.0 31.4 35.2 22.4 25.1 375 190 395
20 74.7 86.0 49.8 55.1 33.5 39.3 505 255 530
24 109.5 124.0 73.0 79.4 52.1 56.7 635 320 675
30 131.9 196.0 87.9 125.6 62.7 89.7 660 330 905
Standard Embedment M8=80mm, M10=90mm, M12=110mm, M16=125mm, M20=170mm, M24=210mm, M30=280mm
Shear Loads towards a free edge for all embedment depths are for single anchors where Spacing ≥ 3 x Edge Distance
Epoxy Resin
Page 5 of 6 Version 4
Grade A4-70 Stainless Steel Studs Performance Data (C20/25 Cracked Concrete)
Thread Diam
Characteristic Resistance
Design Resistance Approved Resistance
DesignSpacing
DesignEdge Distance
mm kN kN kN mm mm
Tensile Shear Tensile Shear Tensile Shear Tensile & Shear Tensile Shear
8 26.0 13.0 13.9 8.3 9.9 5.9 215 110 95
10 41.0 20.0 21.9 12.8 15.6 9.1 245 130 130
12 59.0 30.0 31.5 19.2 22.5 13.7 305 155 170
16 110.0 55.0 58.8 35.2 42.0 25.1 405 205 260
20 172.0 86.0 91.9 55.1 65.6 39.3 510 275 340
24 247.0 124.0 132.0 79.4 94.2 56.7 585 375 440
30 282.7 196.0 188.4 125.6 134.5 89.7 660 330 510
Deep Embedment M8=105mm, M10=135mm, M12=170mm, M16=235mm, M20=315mm, M24=380mm, M30=600mm
M8, M10 & M12 = Embedment Depth + 30mm ≥100mm. M16, M20, M24 & M30 = Embedment Depth + 2 x Drill Hole DiameterMinimum Base Material Thickness
(Limited by grade 70 steel strength)
Technical Helpline 020 8943 1800 Epoxy Resin
Page 6 of 6 Version 4
Drill correct diameter hole
to correct depth
Clean hole Blow x 2, Brush x 2 Blow x 2 Brush x 2 Blow x 2
Insert stud into base material by hand using
a twisting motion
Allow resin to cure Attach fixture Tighten with
torque wrench to recommended
torque
Attach nozzle to cartridgeExtrude first part to waste
until an even colour is achieved
Fill hole 1/3 to 1/2 fullstarting from the bottom of
the hole
M8 M10 M12 M16 M20 M24 M30
Tensile kN19.3 30.6 44.6 83.9 130.6 187.9 299.3 Grade 8.8
13.9 21.9 31.5 58.2 91.9 132.0 210.1 Stainless Steel Grade A4-70
Shear kN11.9 18.3 27.1 48.1 78.3 112.7 179.1 Grade 8.8
8.3 12.8 19.2 35.2 55.1 79.4 125.6 Stainless Steel Grade A4-70
Steel Design Resistance for single anchor
Concrete strength C20/25 C30/37 C40/50 C50/60
Cylinder N/mm2 20 30 40 50
Cube N/mm2 25 37 50 60
FactorNon-cracked 1.0 1.04 1.07 1.09
Cracked 1.0 1.04 1.07 1.09
Influence of concrete strength
For variations in structure thickness, reduced spacing and edge calculations download the free Anchor Calculation Program from www.jcpfixings.co.uk
JCP Construction Products, Unit 14 Teddington Business Park, Station Rd, Teddington, Middlesex TW11 9BQTelephone 020 8943 1800 email:- [email protected] Web:- www.jcpfixings.co.uk
Installation Instructions
When using concrete factors ensure that loads do not exceed Steel Design Resistance
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