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TECHNICAL DATA SHEETS Page 1 of 15 Hohmann & Barnard, Inc. 30 Rasons Court | Hauppauge, NY 11788 TEL: 800-645-0616 | FAX: 631-234-0683 | www.h-b.com MYT-BRONZE MYT-BRONZE

MYT-BRONZE TECHNICAL DATA SHEETS MYT-BRONZE · 2020. 2. 27. · TECHNICAL DATA SHEETS Page 3 of 15 MYT-BRONZE Description MYT-BRONZE is an economical styrene-free chemical anchoring

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  • TECHNICAL DATA SHEETS

    Page 1 of 15Hohmann & Barnard, Inc.30 Rasons Court | Hauppauge, NY 11788TEL: 800-645-0616 | FAX: 631-234-0683 | www.h-b.com

    MYT-BRONZE

    MYT-BRONZE

  • TECHNICAL DATA SHEETS

    Page 2 of 15

    MYT-BRONZE

    Contents

    3 Description3 Packaging3 Storage 3 Safety3 Base Materials3 Features 3 Uses and Applications3 Shelf Life3 MYT-BRONZE Working & Loading Times4 Installation Specification

    6 Allowable Strength Design: Fractional Sized Rods in Uncracked Concrete 7 Allowable Strength Design: Metric Sized Rods in Uncracked Concrete

    8 Solid Substrate Installation Method 9 Hollow Substrate Installation Method 10 Installation Parameters - Soild and Hollow Masonry 11 Masonry Diagrams 12 MYT-BRONZE Product Configurations 13 Installation Accessories15 Important Notes

  • TECHNICAL DATA SHEETS

    Page 3 of 15

    MYT-BRONZE

    DescriptionMYT-BRONZE is an economical styrene-free chemical anchoring system formulated to cure quickly and is suitable for medium load applications in masonry and medium to high load applications in concrete

    PackagingMYT-BRONZE is available in 10.1 fl oz (300ml) CiC.

    StorageCartridges should be stored in their original packaging, the correct way up, in cool conditions +41°F to +77°F (+5°C to +25°C) out of direct sunlight. When stored correctly, the product shelf life will be 12 months from the date of manufacture.

    SafetyFor safety information refer to MYT-BRONZE Safety Data Sheet.

    Accessories• Applicators• Mixing nozzles• Air lance• Cleaning brushes• High flow mixing nozzles• Extension tubes• Resin stoppers

    Base materials• Concrete• Solid masonry• Hollow masonry• Solid rock• Hard natural stone• Voided stone or rock

    Features• Fixings close to free edges• Versatile• Anchoring without expansion pressure• High load capacities

    Uses/Applications• Canopies• Boilers• Bicycle racks• Hand rails• Masonry supports• Signs• Safety barriers• Balcony fences• Racking• Machinery• Satellite dishes

    CartridgeT Work

    Base MaterialT Load

    Temperature TemperatureMin +41°F 18 minutes Min +41°F 145 minutes

    +41°F to +50°F 10 minutes +41°F to +50°F 145 minutes

    +50°F to +68°F 6 minutes +50°F to +68°F 85 minutes+68°F to +77°F 5 minutes +68°F to +77°F 50 minutes+77°F to +86°F 4 minutes +77°F to +86°F 40 minutes

    +86°F 4 minutes +86°F 35 minutes

    MYT-BRONZE Working & Loading Times

    Note: T Work is typical gel time at highest base material temperature in the range. T Load is minimum set time required until load can be applied at the lowest base material temperature in the range.

  • TECHNICAL DATA SHEETS

    Page 4 of 15

    MYT-BRONZE

    Allowable Steel Strength for Threaded RodsCarbon Steel

    ASTM F 1554 Grade 36 (A307 Gr.C)

    Carbon Steel ASTM A 193 B7

    Stainless Steel ASTM F 593 CW

    Stainless Steel ASTM F 593 SH

    Anchor Diameter (in)

    Allowable Tension, Nall

    Allowable Shear, Vall

    Allowable Tension, Nall

    Allowable Shear, Vall

    Allowable Tension, Nall

    Allowable Shear, Vall

    Allowable Tension, Nall

    Allowable Shear, Vall

    3/8” lb 2,110 1,080 4,550 2,345 3,630 1,870 4,190 2,160

    kN 9.4 4.8 20.2 10.4 16.1 8.3 18.6 9.6

    1/2” lb 3,750 1,930 8,100 4,170 6,470 3,330 7,450 3,840

    kN 16.7 8.6 36.0 18.5 28.8 14.8 33.1 17.1

    5/8” lb 5,870 3,030 12,655 6,520 10,130 5,220 11,640 6,000

    kN 26.1 13.5 56.3 29.0 45.1 23.2 51.8 26.7

    3/4”lb 8,460 4,360 18,220 9,390 12,400 6,390 15,300 7,880

    kN 37.6 19.4 81.0 41.8 55.2 28.4 68.1 35.1

    7/8”lb 11,500 5,930 24,800 12,780 16,860 8,680 20,830 10,730

    kN 51.2 26.4 110.3 56.8 75.0 38.6 92.7 47.7

    1”lb 15,020 7,740 32,400 16,690 22,020 11,340 27,210 14,020

    kN 66.8 34.4 144.1 74.2 97.9 50.4 121.0 62.4

    1 - 1/4”lb 23,480 12,100 50,610 26,070 34,420 17,730 38,470 19,820

    kN 104.4 53.8 225.1 116.0 153.1 78.9 171.1 88.2

    Allowable Tension, Nall = 0.33 x ƒu x nominal cross sectional areaAllowable Shear, Vall = 0.17 x ƒu x nominal cross section area

    Allowable Steel Strength for RebarCarbon Steel

    CAN/CSA-G30.18 Gr.400

    Rebar Size Allowable Tension, NallAllowable Shear,

    Vall

    10Mlb 4,016 2,069

    kN 17.9 9.2

    15Mlb 8,052 4,148

    kN 35.8 18.5

    20Mlb 11,960 6,161

    kN 53.2 27.4

    Allowable Steel Strength for RebarCarbon Steel

    ASTM A 615 Grade 60

    Rebar Size Allowable Tension, NallAllowable Shear,

    Vall

    #3lb 3,280 1,690

    kN 14.6 7.5

    #4lb 5,831 3,004

    kN 25.9 13.4

    #5lb 9,111 4,693

    kN 40.5 20.9

    Tension = 0.33 x ƒu x nominal cross sectional areaShear = 0.17 x ƒu x nominal cross section area1. Above values for reinforcing steel assume the design method is the same as a post-installed adhesive anchor,under the

    principles of anchor design (failure modes will be concrete breakout, pryout, steel failure, or adhesive bond)and not under the principles of reinforcing steel design (failure modes are typically splitting failure, inadequatebar development etc..).

    Installation SpecificationProperty Symbol Unit

    Threaded Rod Diameter da in 5/16 3/8 1/2 5/8 3/4 1

    Drill Bit Diameter do in 3/8 1/2 9/16 11/16 13/16 1-1/16

    Cleaning Brush Size db in 0.551 0.787 1.142

    Minimum Embedment Depth hef,min in 2-1/2 3 4 5 6 8

    Maximum Embedment Depth hef,max in 3-3/4 4-1/2 6 7-1/2 9 12

    Minimum Concrete Thickness hmin in hef + 1-1/4 in ≥ 4 in hef + 2 doCritical Anchor Spacing Scr in 4.0 hef 3.0 hefCritical Edge Distance cac in 2.0 hef 1.5 hefMaximum Tightening Torque Tinst ft.lb 7.5 15 25 55 80 120

  • TECHNICAL DATA SHEETS

    Page 5 of 15

    MYT-BRONZE

    Allowable Steel Strength for Rebar, continued

    Carbon Steel CAN/CSA-G30.18 Gr.400

    Rebar Size Allowable Tension, NallAllowable Shear,

    Vall

    25Mlb 19,975 10,290

    kN 88.9 45.8

    30Mlb 28,121 14,486

    kN 125.1 64.4

    35Mlb 40,089 20,652

    kN 178.3 91.9

    Allowable Steel Strength for Rebar, continuedCarbon Steel

    ASTM A 615 Grade 60

    Rebar Size Allowable Tension, NallAllowable Shear,

    Vall

    #6lb 13,121 6,759

    kN 58.4 30.1

    #7lb 17,859 9,200

    kN 79.4 40.9

    #8lb 23,326 12,016

    kN 103.8 53.4

    #10lb 37,623 19,381

    kN 167.4 86.2

    Tension = 0.33 x ƒu x nominal cross sectional areaShear = 0.17 x ƒu x nominal cross section area1. Above values for reinforcing steel assume the design method is the same as a post-installed adhesive anchor,under the

    principles of anchor design (failure modes will be concrete breakout, pryout, steel failure, or adhesive bond)and not under the principles of reinforcing steel design (failure modes are typically splitting failure, inadequatebar development etc).

  • TECHNICAL DATA SHEETS

    Page 6 of 15

    MYT-BRONZE

    ASD: Fractional Sized Threaded Rods in Uncracked Concrete Max. Long Term Temp,: 122°F; Max. Short Term Temp.: 176°F

    Anchor Dia.

    (inch)

    hef

    (inch)

    f’c = 2,500 psi f’c = 4,000 psi f’c = 6,000 psi f’c = 8,000 psi

    ØNn (lbf)

    ØVn (lbf)

    ØNn (lbf)

    ØVn (lbf)

    ØNn (lbf)

    ØVn (lbf)

    ØNn (lbf)

    ØVn (lbf)

    5/162 1/2 768 549 768 549 768 549 768 5493 1/8 960 686 960 686 960 686 960 6863 3/4 1,152 824 1,152 824 1,152 824 1,152 824

    3/8

    3 1,106 791 1,106 791 1,106 791 1,106 791

    3 3/4 1,383 989 1,383 989 1,383 989 1,383 989

    4 1/2 1,659 1,186 1,659 1,186 1,659 1,186 1,659 1,186

    1/2 4 1,826 1,305 1,826 1,305 1,826 1,305 1,826 1,3055 2,282 1,632 2,282 1,632 2,282 1,632 2,282 1,6326 2,739 1,958 2,739 1,958 2,739 1,958 2,739 1,958

    5/8 5 2,853 2,040 2,853 2,040 2,853 2,040 2,853 2,040

    6 1/4 3,566 2,550 3,566 2,550 3,566 2,550 3,566 2,5507 1/2 4,279 3,060 4,279 3,060 4,279 3,060 4,279 3,060

    3/4 6 3,792 2,711 3,792 2,711 3,792 2,711 3,792 2,711

    7 1/2 4,740 3,389 4,740 3,389 4,740 3,389 4,740 3,3899 5,688 4,067 5,688 4,067 5,688 4,067 5,688 4,067

    1 8 6,742 4,820 6,742 4,820 6,742 4,820 6,742 4,820

    10 8,427 6,025 8,427 6,025 8,427 6,025 8,427 6,02512 10,113 7,230 10,113 7,230 10,113 7,230 10,113 7,230

    1. Tabulated values are calculated for concrete breakout or bond failue. Steel strength must also be checked against these val-ues. The lowest value controls. 2. Values are calculated using the conversion from Strength Design to ASD method as outlined in ICC-ES AC308 using a conver-sion factor based on a weighted average 30% Dead Loads and 70% Live Loads. 3. Tabulated values are only valid for single anchors without consideration for close edges or anchor spacing distances in dry concrete for the given temperature range. 4. Calculated values are for illustrative purposes only. Anchor design must be conducted by an engineer with experience in the design of fasteners and independently verified.

  • TECHNICAL DATA SHEETS

    Page 7 of 15

    MYT-BRONZE

    ASD: Metric Sized Threaded Rods in Uncracked Concrete Max. Long Term Temp,: 122°F; Max. Short Term Temp.: 176°F

    Anchor Dia.

    hef

    (inch)

    f’c = 2,500 psi f’c = 4,000 psi f’c = 6,000 psi f’c = 8,000 psiØNn (kN)

    ØVn (kN)

    ØNn (kN)

    ØVn (kN)

    ØNn (kN)

    ØVn (kN)

    ØNn (kN)

    ØVn (kN)

    M864 3.5 2.5 3.5 2.5 3.5 2.5 3.5 2.580 4.3 3.1 4.3 3.1 4.3 3.1 4.3 3.196 5.2 3.7 5.2 3.7 5.2 3.7 5.2 3.7

    M1080 5.4 3.9 5.4 3.9 5.4 3.9 5.4 3.9

    100 6.8 4.8 6.8 4.8 6.8 4.8 6.8 4.8120 8.1 5.8 8.1 5.8 8.1 5.8 8.1 5.8

    M1296 7.3 5.2 7.3 5.2 7.3 5.2 7.3 5.2

    120 9.1 6.5 9.1 6.5 9.1 6.5 9.1 6.5144 10.9 7.8 10.9 7.8 10.9 7.8 10.9 7.8

    M16128 12.9 9.2 12.9 9.2 12.9 9.2 12.9 9.2160 16.1 11.5 16.1 11.5 16.1 11.5 16.1 11.5192 19.3 13.8 19.3 13.8 19.3 13.8 19.3 13.8

    M20160 18.6 13.3 18.6 13.3 18.6 13.3 18.6 13.3200 23.2 16.6 23.2 16.6 23.2 16.6 23.2 16.6240 27.9 19.9 27.9 19.9 27.9 19.9 27.9 19.9

    M24192 26.8 19.1 26.8 19.1 26.8 19.1 26.8 19.1240 33.5 23.9 33.5 23.9 33.5 23.9 33.5 23.9288 40.2 28.7 40.2 28.7 40.2 28.7 40.2 28.7

    1. Tabulated values are calculated for concrete breakout or bond failue. Steel strength must also be checked against these values. The lowest value controls. 2. Values are calculated using the conversion from Strength Design to ASD method as outlined in ICC-ES AC308 using a conversion factor based on a weighted average 30% Dead Loads and 70% Live Loads. 3. Tabulated values are only valid for single anchors without consideration for close edges or anchor spacing distances in dry concrete for the given temperature range. 4. Calculated values are for illustrative purposes only. Anchor design must be conducted by an engineer with experience in the design of fasteners and independently verified.

  • TECHNICAL DATA SHEETS

    Page 8 of 15

    MYT-BRONZE

    Solid Substrate Installation Method

    1. Drill the hole to the correct diameter and depth. This can be done with either a rotary percussion or rotary hammer drilling machine depending upon the substrate.

    2. Thoroughly clean the hole in the following sequence using a brush with the required extensions and a source of clean compressed air. For holes of 400mm or less deep, a blow pump may be used: Blow Clean x2 > Brush Clean x2 > Blow Clean x2 > Brush Clean x2 > Blow Clean x2.

    If the hole collects water, the current best practice is to remove standing water before cleaning the hole and injecting the resin. Ideally, the resin should be injected into a properly cleaned, dry hole3. Select the appropriate static mixer nozzle for the installation, open the cartridge/foil pack and screw

    nozzle onto the mouth of the cartridge. Insert the cartridge into a good quality applicator.4. Extrude the first part of the cartridge to waste until an even colour has been achieved without

    streaking in the resin.5. If necessary, cut the extension tube to the depth of the hole and push onto the end of the mixer

    nozzle, and (for rebars 16mm dia. or more) fit the correct resin stopper to the other end. Attach extension tubing and resin stopper.

    6. Insert the mixer nozzle (resin stopper / extension tube if applicable) to the bottom of the hole. Begin to extrude the resin and slowly withdraw the mixer nozzle from the hole ensuring that there are no air voids as the mixer nozzle is withdrawn. Fill the hole to approximately ½ to ¾ full and withdraw the nozzle completely.

    7. Insert the clean threaded bar, free from oil or other release agents, to the bottom of the hole using a back and forth twisting motion ensuring all the threads are thoroughly coated. Adjust to the cor rect position within the stated working time.

    8. Any excess resin will be expelled from the hole evenly around the steel element showing that the hole is full. This excess resin should be removed from around the mouth of the hole before it sets.

    9. Leave the anchor to cure. Do not disturb the anchor until the appropriate loading time, has elapsed depending on the substrate conditions and ambient temperature.

    10. Attach the fixture and tighten the nut to the recommended torque. Do not overtighten.

    MYT-BRONZE: Not to be used for overhead applications.

  • TECHNICAL DATA SHEETS

    Page 9 of 15

    MYT-BRONZE

    Hollow Substrate Installation Method

    1. Drill the hole to the correct diameter and depth. This should be done with a rotary percussion drilling machine to reduce spalling.

    2. Thoroughly clean the hole in the following sequence using the hole-cleaning brush with the required extensions and a source of clean compressed air. For holes of 400mm or less deep, a blow pump may be used: Brush Clean x1. Blow Clean x1.

    3. Select the appropriate static mixer nozzle for the installation, open the cartridge/foil pack and screw nozzle onto the mouth of the cartridge. Insert the cartridge into a good quality applicator.

    4. Extrude the first part of the cartridge to waste until an even colour has been achieved without streaking in the resin.

    5. Select the appropriate perforated sleeve and insert into the hole.6. Insert the mixer nozzle to the bottom of the perforated sleeve, withdraw 2-3mm then begin to extrude the resin

    and slowly withdraw the mixer nozzle from the hole ensuring that there are no air voids as the mixer nozzle is withdrawn. Fill the perforated sleeve and withdraw the nozzle completely.

    7. Insert the clean threaded bar, free from oil or other release agents, to the bottom of the hole using a back and forth twisting motion ensuring all the threads are thoroughly coated. Adjust to the correct position within the stated working time.

    8. Any excess resin will be expelled from the hole evenly around the steel element showing that the hole is full. This excess resin should be removed from around the mouth of the hole before it sets.

    9. Leave the anchor to cure. Do not disturb the anchor until the appropriate loading time, has elapsed depending on the substrate conditions and ambient temperature.

    10. Attach the fixture and tighten the nut to the recommended torque. Do not overtighten.

  • TECHNICAL DATA SHEETS

    Page 10 of 15

    MYT-BRONZE Installation Parameters in solid & hollow masonry

    Anchor Type Anchor Rod

    Size M8 M10 M12 M8 M10 M12

    Sieve Sleeve ls mm - - - 85 85 85

    ds mm - - - 15 16 15 16 20

    Nominal Drill Hole Diameter do mm 15 15 20 15 16 15 16 20

    Diameter of Cleaning Brush db mm 20±1 20±1 22±1 20±1 20±1 22±1

    Depth of the drill hole ho mm 90

    Effective anchorage depth hef mm 85

    Diameter of clearance hole in the fixture

    df ≤ mm 9 12 14 9 12 14

    Torque moment Tinst Nm 2

    Anchor rod

    Base Material

    M8 M10 M12

    Ccr = Cmin Scr II = Smin II Scr ┴ = Smin ┴ Ccr = Cmin Scr II = Smin II Scr ┴ = Smin ┴ Ccr = Cmin Scr II = Smin II Scr ┴ = Smin ┴mm mm mm mm mm mm mm mm mm

    Brick No 1 100 235 115 100 235 115 100 235 115

    Brick No 2 128 255 255 128 255 255 128 255 255

    Brick No 3 128 255 255 128 255 255 128 255 255

    Brick No 4 100 250 240 100 250 240 100 250 240

    Brick No 5 100 370 238 100 370 238 100 370 238

    Brick No 6 100 245 110 100 245 110 100 245 110

    Brick No 7 100 373 238 100 373 238 100 373 238

    Edge Distances and Spacing

    Characteristic resistance under tension and shear loadingBase Material Anchor Rods NRk = VRk [kN]

    M8 M10 M12Brick No 1 2 2 2Brick No 2 1.2 1.5 2.5Brick No 3 0.5 0.75 1.2Brick No 4 0.6 0.75 0.75Brick No 5 1.2 1.2 2Brick No 6 0.5 0.5 0.5Brick No 7 1.2 1.2 1.5

    Steel Grade Anchor Diameter

    M8 M10 M12

    Steel Grade 5.8 MRk,s (N.m) 19 37 66

    Steel Grade 8.8 MRk,s (N.m) 30 60 105

    Steel Grade 10.9* MRk,s (N.m) 37 75 131

    Stainless Steel A2-70, A4-70 MRk,s (N.m) 26 52 92

    Stainless Steel A4-80 MRk,s (N.m) 30 60 105

    Stainless Steel 1.4529 strength class 70 MRk,s (N.m) 26 52 92

    Stainless Steel 1.4565 strength class 70 MRk,s (N.m) 26 52 92

    Characteristic bending moment

  • TECHNICAL DATA SHEETS

    Page 11 of 15

    MYT-BRONZE

    Types & Dimensions of Blocks & Bricks

  • TECHNICAL DATA SHEETS

    Page 12 of 15

    MYT-BRONZE

    MYT-BRONZE Cartridge 10.1 fl oz (300ml)

    H&B Ez Flow Nozzle

    Left to right: 3/8” (11mm) Ø extension tubing, 9/16” (14mm) Ø extension tubing

    Resin Stoppers: 11/16” (18mm), 7/8” (22mm), 1 3/16” (30mm)

  • TECHNICAL DATA SHEETS

    Page 13 of 15

    MYT-BRONZE

    Hole-cleaning Brush H14 H20 H29 H40Brush Diameter, db 14mm 20mm 29mm 40mm

    Hole Cleaning Brushes and Accessories

    Hole cleaning brush with loop handle

    Hole-cleaning brush with ferrule

    Hole-cleaning brush handle extension

    Hole-cleaning brush extension piece

    db

  • TECHNICAL DATA SHEETS

    Page 14 of 15

    MYT-BRONZE

    Anchor Size hef,min

    (inch)

    hef,max

    (inch)

    do

    (inch)

    Cleaning Brush db

    (inch)

    Extension Tube and Resin Stopper Combinations

    Ez Flow Nozzle

    Thre

    aded

    Rod

    s

    3/8” 2-3/8 7-1/2 1/2 H14 ✓ Use ET1 when hef> 4-1/2”1/2” 2-3/4 10 9/16 H20 ✓ Use ET1 when hef > 5”

    5/8” 3-1/8 12-1/2 11/16 H20 ✓ Use ET1 when hef > 6-1/2” Use ET2 when hef> 8” 3/4” 3-1/2 15 13/16 H29 ✓ Use ET2 with RS18 when>8”1” 4 20 1-1/16 H29 ✓ Use ET2 with RS22

    1-1/4” 5 25 1-3/8 H40 ✓ Use ET2 with RS30

    Reba

    r

    #3 2-3/8 7-1/2 9/16 H20 ✓ Use ET1 when hef > 5”#4 2-3/4 10 5/8 H20 ✓ Use ET2 when hef > 5”#5 3-1/8 12-1/2 3/4 H29 ✓ Use ET2 with RS18 when hef > 8”#6 3-1/2 15 1 H29 ✓ Use ET2 with RS22 when > 8”

    Anchor Size hef,min

    (mm)

    hef,max

    (mm)

    do

    (mm)

    Cleaning Brush db

    (mm)

    Extension Tube and Resin Stopper Combinations

    Ez Flow Nozzle

    Thre

    aded

    Rod

    s

    M8 60 160 10 H14 ✓ N/aM10 70 200 12 H14 ✓ Use ET1 when hef >115mmM12 80 240 16 H20 ✓ Use ET1 when hef >125mm

    M16 90 320 18 H20 ✓ Use ET1 when hef >160mm Use ET2 when hef >200mmM20 90 400 22 H29 ✓ Use ET2 with RS18 when hef >200mmM24 96 480 26 H29 ✓ Use ET2 with RS22M27 108 540 30 H40 ✓ Use ET2 with RS22M30 120 600 35 H40 ✓ Use ET2 with RS30

    Reba

    r Ø10 70 200 14 H20 ✓ Use ET1 when hef >125mmØ12 80 240 16 H20 ✓ Use ET1 when hef >150mmØ16 90 320 20 H22 ✓ Use ET2 with RS18 when hef >180mm

    Key ET1 - Extension Tube 3/8” (11mm) diameter extension tube (cut to suit anchor embedment depth ) attach to mixer nozzle. ET2 - Extension Tube 9/16” (14mm) diameter extension tube (cut to suit anchor embedment depth ) attach to mixer nozzle. RS18 - Resin Stopper, 11/16” (18mm) outside diameter RS22 - Resin Stopper, 7/8” (22mm) outside diameter RS30 - Resin stopper, 1 - 3/16” (30mm) outside diameter

    Installation Accessories

  • TECHNICAL DATA SHEETS

    Page 15 of 15Hohmann & Barnard, Inc.30 Rasons Court | Hauppauge, NY 11788TEL: 800-645-0616 | FAX: 631-234-0683 | www.h-b.com

    MYT-BRONZE

    Important Notes

    Use in Porous SubstratesThis bonded anchor is not intended for use as a cosmetic or decorative product. When anchoring into porous or reconstituted stone it is recommended that technical assistance is sought. Due to the nature of the product, migration of the monomer in the resin may cause staining in certain materials. If you are still uncertain, it is advisable to test the resin by applying it in a small, discrete area and testing before using the resin on the project.

    Important NoteWhilst all reasonable care is taken in compiling technical data on the Company’s products, all recommendations or suggestions regarding the use of such products are made without guarantee, since the conditions of use are beyond the control of the Company. It is the customer’s responsibility to satisfy themself that each product is fit for the purpose for which they intend to use it, that the actual conditions of use are suitable and that, in the light of our continual research and development programme the information relating to each product has not been superceded.