Failure to read, understand, and follow manufactures instructions may cause death or serious injury.
Anchors
Failure to read,
understand, and follow manufactures instructions may cause death or serious injury.
HILTI
304 Stainless Steel Hex Head (HX)
Meets the
description in Federal Specification FF-S-325, Group II, Type 3, Class 3
UL (Underwriter Laboratories) Listing (1/2", 5/8", 3/4")
|
Stainless Steel Sleeve Anchor
Allowable Loads Safety factor of 4 |
Concrete |
Hollow C-90 Concrete Block ASTM Spec C90, Type ll |
|||||||||||||||
| Anchor Size | Bit Diameter. (in.) | Bolt Diameter. (in.) | Minimum Embed. Depth | 2000 psi 13.8MPa | 4000 psi 27.6MPa | ||||||||||||
| in | mm | in | mm | Tension | Shear | Tension | Shear | Tension | Shear | ||||||||
| lb | kN | lb | kN | lb | kN | lb | kN | lb | kN | lb | kN | ||||||
| 1/4" | 6.4mm | 1/4" | 3/16" | 1 1/8" | 29mm | 235 | 1 | 450 | 2 | 300 | 1.3 | 450 | 2 | 200 | 0.9 | 400 | 1.8 |
| 5/16" | 7.9mm | 5/16" | 1/4" | 1 1/4" | 32mm | 310 | 1.4 | 675 | 3 | 410 | 1.8 | 675 | 3 | 335 | 1.5 | 600 | 2.7 |
| 3/8" | 9.6mm | 3/8" | 5/16" | 1 1/2" | 38mm | 450 | 2 | 1000 | 4.4 | 600 | 2.7 | 1000 | 4.4 | 470 | 2.1 | 890 | 4 |
HILTI
HLC-H Sleeve Anchor
(Bolt Version)
Meets the description in
Federal Specification FF-S-325, Group II, Type 3, Class 3
UL (Underwriter Laboratories) Listing (1/2"-3/4")
|
Carbon Steel Sleeve Anchor Allowable
Loads Safety factor of 4 |
Concrete |
Hollow C-90 Concrete Block ASTM Spec C90, Type ll |
|||||||||||||||||||
|
Anchor Size in mm |
Bit Diameter. in mm |
Minimum Embed. Depth in mm |
2000 psi. 13.8MPa | 4000 psi. 27.6MPa | 6000 psi. 41.4MPa | ||||||||||||||||
| Tension | Shear | Tension | Shear | Tension | Shear | Tension | Shear | ||||||||||||||
| lb | kN | lb | kN | lb | kN | lb | kN | lb | kN | lb | kN | lb | kN | lb | kN | ||||||
| 1/4" | 6.4mm | 3/16 | 4.8 | 1 | 25 | 225 | 1 | 400 | 1.8 | 250 | 1.1 | 500 | 2.2 | 250 | 1.1 | 500 | 2.2 | ||||
| 5/16" | 7.9mm | 1/4 | 6.4 | 1 | 25 | 350 | 1.5 | 625 | 2.8 | 450 | 2 | 625 | 2.8 | 500 | 2.2 | 625 | 2.8 | ||||
| 3/8" | 9.6mm | 5/16 | 7.9 | 1.1/4 | 32 | 150 | 2 | 915 | 4.1 | 565 | 2.5 | 1000 | 4.4 | 700 | 3.1 | 1000 | 4.4 | ||||
| 1/2" | 12.7mm | 3/8 | 9.5 | 1.1/2 | 38 | 675 | 3 | 1250 | 5.6 | 925 | 4.1 | 1500 | 6.7 | 1100 | 4.9 | 1500 | 6.7 | ||||
| 5/8" | 15.9mm | 1/2 | 12.7 | 2 | 51 | 1035 | 4.6 | 1750 | 7.8 | 1500 | 6.7 | 2500 | 11.1 | 1950 | 8.7 | 3000 | 13.3 | ||||
| 3/4" | 19.1mm | 5/8 | 15.9 | 2 | 51 | 1125 | 5 | 1750 | 7.8 | 1500 | 6.7 | 3000 | 13.3 | 1950 | 8.7 | 4000 | 17.8 | ||||
APPLICATION & INSTALLATION
 Using a diameter which equals the anchor diameter , drill hole to min . embedment |
 Clean hole & insert anchor. Drive the stem till washer is flush with material to be fastened. |
 Expand anchor by tightening nut or head to proper Torque |
SIMPSON
Strong-Tie
| Size | Minimum Embed. Depth |
Critical Edge Dist |
Critical Spacing Dist |
Tension Loads | Shear Loads | Torque | |||||||||||||||||||||
| 2000psi. 13.8MPa Concrete | 4000psi. 27.6MPa | 2000psi. 13.8MPa Concrete | |||||||||||||||||||||||||
| Ultimate | Std. Dev | Allow | Ultimate | Std. Dev | Allow | Ultimate | Std. Dev | Allow | Ft-lbs | N-m | |||||||||||||||||
| in | mm | in | mm | in | mm | in | mm | lbs | kN | lbs | kN | lbs | kN | lbs | kN | lbs | kN | lbs | kN | lbs | kN | lbs | kN | lbs | kN | ||
| 1/4 | 6.4 | 1 1/8 | 29 | 2 1/2 | 64 | 4 1/2 | 114 | 880 | 3.9 | 94 | 0.4 | 220 | 1.0 | 1320 | 5.9 | 189 | 0.8 | 330 | 1.5 | 1440 | 6.4 | 90 | 0.4 | 360 | 7 | 5 | 7 |
| 5/16 | 7.9 | 1 7/16 | 37 | 3 1/8 | 79 | 5 3/4 | 146 | 1120 | 5.0 | 113 | 0.5 | 280 | 1.2 | 1320 | 5.9 | 350 | 1.6 | 330 | 1.5 | 2160 | 9.6 | 113 | 0.5 | 540 | 2.4 | 8 | 11 |
| 3/8 | 9.5 | 1 1/2 | 38 | 3 3/4 | 95 | 6 | 152 | 1600 | 7.1 | 294 | 1.3 | 400 | 1.2 | 2680 | 11.9 | 450 | 2.0 | 670 | 3.0 | 3080 | 13.7 | 223 | 1.0 | 770 | 3.4 | 15 | 20 |
| 1/2 | 12.7 | 2 1/4 | 57 | 5 | 127 | 9 | 229 | 3160 | 14.1 | 254 | 1.1 | 790 | 3.5 | 4760 | 21.2 | 485 | 2.2 | 1190 | 5.3 | 5000 | 22.2 | 473 | 2.1 | 1250 | 5.6 | 25 | 34 |
| 5/8 | 15.9 | 2 3/4 | 70 | 6 1/4 | 159 | 11 | 279 | 4200 | 18.7 | 681 | 3.0 | 1050 | 4.7 | 6160 | 27.4 | 1772 | 7.9 | 1540 | 6.9 | 8520 | 37.9 | 713 | 3.2 | 2130 | 9.5 | 50 | 68 |
| 3/4 | 19.1 | 3 3/8 | 86 | 7 1/2 | 191 | 13 1/2 | 343 | 6400 | 28.5 | 665 | 3.0 | 1600 | 7.1 | 9520 | 42.3 | 674 | 3.0 | 2380 | 10.6 | 10,040 | 44.7 | 955 | 4.2 | 2510 | 11.2 | 90 | 122 |
RED HEAD
Dynabolt
Ultimate Shear and Tension Values in Concrete.
4 to 1 Safety Factor.
| Size | Torque | Bolt Dia | Minimum Embedment | Anchor Type Steel |
2000psi. 13.8MPa Concrete | 3000psi. 20.7MPa Concrete | 4000psi. 27.6MPa Concrete | |||||||||||||
| Tension | Shear | Tension | Shear | Tension | Shear | |||||||||||||||
| in | mm | ft lbs | N m | in | mm | in | mm | lbs | kN | lbs | kN | lbs | kN | lbs | kN | lbs | kN | lbs | kN | |
| 1/4 | 6.4 | 3.5 | 4.7 | 1-1/8 | 28.6 | Carbon or Stainless |
1200 | 5.3 | 1620 | 7.2 | 1600 | 7.1 | 1620 | 7.2 | 2100 | 9.3 | 1620 | 7.2 | ||
| 5/16 | 7.9 | 8 | 10.8 | 1/4 | 6.4 | 1-1/4 | 31.8 | 1400 | 6.2 | 2040 | 9.1 | 1920 | 8.5 | 2220 | 9.9 | 2600 | 11.6 | 2400 | 10.7 | |
| 3/8 | 9.5 | 14 | 19 | 5/16 | 7.9 | 1-1/2 | 38.1 | 1620 | 7.2 | 2560 | 11.4 | 2240 | 10 | 2800 | 12.5 | 3100 | 13.8 | 3040 | 13.5 | |
| 1/2 | 12.7 | 20 | 27.1 | 3/8 | 9.5 | 1-7/8 | 47.6 | 2220 | 9.9 | 4000 | 17.8 | 3140 | 14 | 4500 | 20 | 4400 | 19.6 | 5000 | 22.2 | |
| 5/8 | 15.9 | 48 | 65.1 | 1/2 | 12.7 | 2 | 50.8 | 3080 | 13.7 | 6440 | 28.6 | 4400 | 19.6 | 7240 | 32.2 | 6120 | 27.2 | 8080 | 35.9 | |
| 3/4 | 19.1 | 90 | 122 | 5/8 | 15.9 | 2-1/4 | 57.2 | 4200 | 18.7 | 10,200 | 45.4 | 6060 | 27 | 11,600 | 51.6 | 8900 | 39.6 | 13,100 | 58.3 | |
Allowable values are based upon a 4 to 1 safety factor. Divide by 4 for
allowable load values. The tabulated values are for anchors in a minimum of 12
diameters on center and a minimum edge distance of six diameters for 100 %
anchor efficiency. Spacing and edge distance may be reduced to six-diameter
spacing and three-diameter edge distance, provided the values are reduced 50%.
Linear interpolation may be used for intermediate spacing and edge distances.
Ultimate Shear and Tension Values in
Lightweight Concrete.
4 to 1 Safety Factor.
| Size | Torque | Bolt Dia | Minimum Embedment | Anchor Type Steel |
4000psi. 27.6MPa Concrete | 6000psi. 41.4MPa Concrete | ||||||||||
| Tension | Shear | Tension | Shear | |||||||||||||
| in | mm | ft lbs | N m | in | mm | in | mm | lbs | kN | lbs | kN | lbs | kN | lbs | kN | |
| 1/4 | 6.4 | 4.7 | 4.7 | 1-1/8 | 28.6 | Carbon or Stainless |
1080 | 4.8 | 1160 | 5.2 | 1220 | 5.4 | 1940 | 8.6 | ||
| 5/16 | 7.9 | 10.8 | 10.8 | 1/4 | 6.4 | 1-1/4 | 31.8 | 1260 | 5.6 | 1680 | 7.5 | 1440 | 6.4 | 2220 | 9.9 | |
| 3/8 | 9.5 | 19 | 19 | 5/16 | 7.9 | 1-1/2 | 38.1 | 1620 | 7.2 | 2300 | 10.2 | 2240 | 10 | 2800 | 12.5 | |
| 1/2 | 12.7 | 27.1 | 27.1 | 3/8 | 9.5 | 1-7/8 | 47.6 | 2600 | 11.6 | 3920 | 17.4 | 3160 | 14.1 | 4840 | 21.5 | |
| 5/8 | 15.9 | 65.1 | 65.1 | 1/2 | 12.7 | 2 | 50.8 | 3240 | 14.4 | 5600 | 24.9 | 4300 | 19.1 | 7840 | 34.9 | |
| 3/4 | 19.1 | 122 | 122 | 5/8 | 15.9 | 2-1/4 | 57.2 | 3640 | 16.2 | 8640 | 38.4 | 5800 | 25.8 | 12,480 | 55.5 | |
Allowable values are based upon a 4 to 1 safety factor. Divide by 4 for
allowable load values. The tabulated values are for anchors in a minimum of 12
diameters on center and a minimum edge distance of six diameters for 100 %
anchor efficiency. Spacing and edge distance may be reduced to six-diameter
spacing and three-diameter edge distance, provided the values are reduced 50%.
Linear interpolation may be used for intermediate spacing and edge distances.
Metric
Wedge Anchors
| Wedge Anchors | ||||
| Anchor Size | Thread Length | Min. Embedment |
Max. Fast Thickness |
Pull Out Load(kgs) |
| M6X40 | 18 | 27 | 3 | 850 |
| M6X55 | 25 | 35 | 15 | 850 |
| M6X70 | 25 | 35 | 30 | 850 |
| M6X95 | 25 | 35 | 55 | 850 |
| M8X50 | 25 | 35 | 10 | 1150 |
| M8X65 | 25 | 40 | 20 | 1150 |
| M8X80 | 25 | 40 | 35 | 1150 |
| M8X95 | 25 | 40 | 50 | 1150 |
| M8X105 | 25 | 40 | 60 | 1150 |
| M8X120 | 25 | 40 | 75 | 1150 |
| M8X165 | 25 | 40 | 135 | 1150 |
| M8X220 | 25 | 40 | 175 | 1150 |
| M10X65 | 30 | 40 | 15 | 1500 |
| M10X80 | 30 | 50 | 20 | 1500 |
| M10X95 | 30 | 50 | 35 | 1500 |
| M10X115 | 30 | 50 | 55 | 1500 |
| M10X120 | 30 | 50 | 60 | 1500 |
| M10X130 | 30 | 50 | 70 | 1500 |
| M12X80 | 40 | 50 | 20 | 2300 |
| M12X100 | 40 | 60 | 30 | 2300 |
| M12X120 | 40 | 60 | 50 | 2300 |
| M12X135 | 40 | 60 | 65 | 2300 |
| M12X150 | 40 | 60 | 80 | 2300 |
| M16X105 | 60 | 70 | 15 | 3400 |
| M16X140 | 60 | 80 | 40 | 3400 |
| M16X180 | 60 | 80 | 80 | 3400 |
| M16X220 | 60 | 80 | 120 | 3400 |
| M20X125 | 65 | 85 | 15 | 5400 |
| M20X160 | 65 | 100 | 40 | 5400 |
| M20X200 | 65 | 100 | 80 | 5400 |
| M20X300 | 65 | 100 | 180 | 5400 |
Metric
Sleeve
Anchors
| Anchor Size |
Fastener Material Up To |
Pull
Out Load (kgs) |
| M6.5X18H | 3mm | 800 |
| M6.5X36H | 8 | 800 |
| M6.5X56H | 28 | 800 |
| M6.5X75H | 47 | 800 |
| M6.5X100H | 72 | 800 |
| M8X25H | 3 | 1200 |
| M8X40H | 12 | 1200 |
| M8X65H | 37 | 1200 |
| M8X85H | 57 | 1200 |
| M10X40H | 3 | 1700 |
| M10X50H | 12 | 1700 |
| M10X60H | 15 | 1700 |
| M10X77H | 39 | 1700 |
| M10X97H | 59 | 1700 |
| M12X60H | 15 | 2500 |
| M12X75H | 27 | 2500 |
| M12X99H | 51 | 2500 |
| M12X129H | 81 | 2500 |
| M16X65H | 20 | 3700 |
| M16X111H | 65 | 3700 |
| M16X147H | 102 | 3700 |
| M20X75H | 25 | 5100 |
| M20X107H | 57 | 5100 |
| M20X151H | 101 | 5100 |
Metric Cut Anchors
| Anchor
Size (mm) |
Anchor
Dia (mm) |
Anchor Length (mm) | Thread Length (mm) | Bolt Thread Fit Length | Drill
Dia (mm) |
*Pull
Out Load (Kgs) |
|
6 |
11.0 |
30 |
9 |
8 |
11.1 |
980 |
|
8 |
12.0 |
35 |
12 |
10 |
12.1 |
1500 |
|
10 |
14.0 |
40 |
14 |
12 |
14.1 |
2100 |
|
12 |
17.5 |
52 |
20 |
16 |
17.6 |
3200 |
|
16 |
21.4 |
63 |
24 |
20 |
21.6 |
4300 |
|
20 |
25.4 |
83 |
31 |
25 |
25.6 |
5600 |
|
22 |
28.5 |
93 |
36 |
30 |
29.0 |
7000 |
*Obtained using 200-250kgs/cm2 concrete (no aggregate). A safe
working load should not exceed 25% of stated values.
Metric Bolt Anchors
| anchor size | outside dia | sleeve length | drill dia | pull out load(kgs) |
| M6(1/4-20WT)X50 | 9.5 | 30 | 9.5 | 890 |
| M8(5/16-18WT)X65 | 12.0 | 35 | 12.0 | 1390 |
| M8(5/16-18WT)X70 | 12.0 | 35 | 12.0 | 1390 |
| M10(3/8-16WT)X70 | 14.0 | 40 | 14.5 | 1600 |
| M10(3/8-16WT)X80 | 14.0 | 40 | 14.5 | 1600 |
| M10(3/8-16WT)X100 | 14.0 | 40 | 14.5 | 1600 |
| M10(3/8-16WT)X120 | 14.0 | 40 | 14.5 | 1600 |
| M12(1/2-12WT)X100 | 17.3 | 50 | 18.0 | 2540 |
| M12(1/2-12WT)X120 | 17.3 | 50 | 18.0 | 2540 |
| M12(1/2-12WT)X150 | 17.3 | 50 | 18.0 | 2540 |
| M12(1/2-12WT)X200 | 17.3 | 50 | 18.0 | 2540 |
| M16(5/8-11WT)X100 | 21.7 | 50 | 22.0 | 3300 |
| M16(5/8-11WT)X120 | 21.7 | 60 | 22.0 | 3300 |
| M16(5/8-11WT)X150 | 21.7 | 60 | 22.0 | 3300 |
| M16(5/8-11WT)X200 | 21.7 | 60 | 22.0 | 3300 |
| M20(3/4-10WT)X160 | 25.4 | 80 | 26.0 | 4950 |
| M16(5/8-11WT)X200 | 25.4 | 80 | 26.0 | 4950 |
| M22(7/8-9WT)X200 | 28.6 | 90 | 29.0 | 6400 |
| M24(1"-8WT)X200 | 31.8 | 110 | 33.0 | 8640 |
APPLICATION & INSTALLATION
|
Using a diameter which equals the anchor diameter , drill hole to min . embedment |
Clean hole & insert anchor. Drive the stem till washer is flush with material to be fastened. |
Expand anchor by tightening nut or head to proper Torque |
Visitors Notes Links Pictures
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