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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.