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Brochure DYWIDAG THREADBAR ® Resin Anchors,
Filesize: 318 kB
Filesize: 318 kB
THREADBAR ® Resin Anchored Rock Bolts
Steel Stress Level
THREADBAR ® Prestressing Steel Properties - ASTM A 722
| THREADBAR ® Designation | Cross Section Area | Ultimate Strength (fpu Aps) | Nominal Weight | Maximum THREADBAR ® Diameter | Coupler | Anchor Nut Extension | Hex Nut | |||||||||||||
| Diameter | Length | Length | Width | |||||||||||||||||
| in | mm | in² | mm² | kips | kN | lbs/ft | kg/m | in | mm | b (in) | (mm) | c (in) | (mm) | e (in) | (mm) | a (in) | (mm) | d (in) | (mm) | |
| Grade 150 | 1 | 26 | 0.85 | 548 | 127.5 | 564 | 3.01 | 4.48 | 1.20 | 30.5 | 2.00 | 50.8 | 6.25 | 158.8 | 1.88 | 47.6 | 2.63 | 66.7 | 1.75 | 44.5 |
| 1-1/4 | 32 | 1.25 | 806 | 187.5 | 830 | 4.39 | 6.54 | 1.46 | 37.1 | 2.38 | 60.3 | 6.75 | 171.5 | 2.50 | 63.5 | 2.88 | 73.0 | 2.25 | 57.2 | |
| 1-3/8 | 36 | 1.58 | 1018 | 237.0 | 1,049 | 5.56 | 8.28 | 1.63 | 41.4 | 2.75 | 69.9 | 8.75 | 222.3 | 2.75 | 69.9 | 3.88 | 98.4 | 2.38 | 60.3 | |
| Grade 160 | 1 | 26 | 0.85 | 548 | 136.0 | 603 | 3.01 | 4.48 | 1.20 | 30.5 | 2.00 | 50.8 | 6.25 | 158.8 | 1.88 | 47.6 | 2.63 | 66.7 | 1.75 | 44.5 |
| 1-1/4 | 32 | 1.25 | 806 | 200.0 | 887 | 4.39 | 6.54 | 1.46 | 37.1 | 2.38 | 60.3 | 6.75 | 171.5 | 2.50 | 63.5 | 2.88 | 73.0 | 2.25 | 57.2 | |
| 1-3/8 | 36 | 1.58 | 1018 | 252.8 | 1,125 | 5.56 | 8.28 | 1.63 | 41.4 | 2.75 | 69.9 | 8.75 | 222.3 | 2.75 | 69.9 | 3.88 | 98.4 | 2.38 | 60.3 | |
| "p" is the minimum threadbar protrusion to accommodate prestressing, proof loading or coupling, "p"=½c+½ (12.7 mm). * Couplers and nuts develop 100 % of guaranteed ultimate strength. Resin anchors using DYWIDAG Prestressing Steel may be proof stressed to 80 % of the guaranteed ultimate strength of the prestressing steel. Lock off force should not exceed 70 % of the guaranteed ultimate strength of the prestressing steel. | ||||||||||||||||||||
Reinforcing steel Properties - ASTM A 615 (Grade 60 & 75) CAN/CSA (G30 18-M1982)
| THREADBAR ® Size Designation | Nominal THREADBAR ® Diameter | Cross Section Area | Max. Yield Strength | Nominal Weight | Maximal THREADBAR ® Diameter | Coupler | Nut | |||||||||||||
| Diameter | Length | Length | Width | |||||||||||||||||
| in-lb | mm | ksi | MPa | in² | mm² | kips | kN | lbs/ft | kg/m | in | mm | c (in) | (mm) | b (in) | (mm) | a (in) | (mm) | d (in) | (mm) | |
| Grade 60 | #6 | 19 | 60 | 414 | 0.44 | 284 | 26.4 | 118 | 1.50 | 2.24 | 0.86 | 21.8 | 2.86 | 72.5 | 1.22 | 30.9 | 130 | 32.9 | 1.16 | 29.5 |
| #7 | 22 | 60 | 414 | 0.60 | 387 | 36.0 | 160 | 2.04 | 3.04 | 0.99 | 25.1 | 3.40 | 96.4 | 1.41 | 35.7 | 1.55 | 39.4 | 1.34 | 34.0 | |
| #8 | 25 | 60 | 414 | 0.79 | 510 | 47.4 | 211 | 2.67 | 3.98 | 1.12 | 28.4 | 3.69 | 93.8 | 1.59 | 40.4 | 1.66 | 42.2 | 1.52 | 38.5 | |
| Grade 75 | #6 | 19 | 75 | 517 | 0.44 | 284 | 33.0 | 147 | 1.50 | 2.24 | 0.86 | 21.8 | 3.12 | 79.2 | 1.22 | 30.9 | 1.43 | 36.2 | 1.16 | 29.5 |
| #7 | 22 | 75 | 517 | 0.60 | 387 | 45.0 | 200 | 2.04 | 3.04 | 0.99 | 25.1 | 3.73 | 94.6 | 1.41 | 35.7 | 1.71 | 43.4 | 1.34 | 34.0 | |
| #8 | 25 | 75 | 517 | 0.79 | 510 | 59.3 | 264 | 2.67 | 3.98 | 1.12 | 28.4 | 4.03 | 102.4 | 1.59 | 40.4 | 1.84 | 46.6 | 1.52 | 38.5 | |
| #9 | 29 | 75 | 517 | 1.00 | 645 | 75.0 | 333 | 3.40 | 5.06 | 1.26 | 32.0 | 5.02 | 127.5 | 1.79 | 45.5 | 2.30 | 58.4 | 1.71 | 43.3 | |
| #10 | 32 | 75 | 517 | 1.27 | 819 | 95.3 | 423 | 4.30 | 6.41 | 1.43 | 36.3 | 5.70 | 144.8 | 2.02 | 51.2 | 2.56 | 65.0 | 1.92 | 48.8 | |
| #11 | 36 | 75 | 517 | 1.56 | 1006 | 117.0 | 520 | 5.31 | 7.91 | 1.61 | 40.9 | 6.37 | 161.8 | 2.25 | 57.0 | 2.88 | 73.0 | 2.14 | 54.4 | |
| #14 | 43 | 75 | 517 | 2.25 | 1452 | 168.8 | 751 | 7.65 | 11.39 | 1.86 | 47.2 | 7.82 | 198.6 | 2.55 | 64.8 | 3.55 | 90.2 | 2.52 | 64.0 | |
| #18 | 57 | 75 | 517 | 4.00 | 2581 | 300.0 | 1335 | 13.60 | 20.24 | 2.50 | 63.5 | 9.35 | 237.5 | 3.50 | 88.9 | 4.23 | 107.4 | 3.34 | 84.8 | |
| 63 mm | 80 | 552 | 4.91 | 3168 | 392.8 | 1747 | 16.70 | 24.65 | 2.72 | 69.1 | 9.68 | 245.7 | 3.86 | 98.0 | 4.50 | 114.3 | 3.67 | 93.2 | ||
All couplers and hex nuts develop 100 % of the normal ultimate strength of the bar. 63 mm bars and hardware available in Grade 80 material only. "d" is measured across nut flats Resin anchors using DYWIDAG Reinforcing Steel may be proof stressed to 90 % of the guaranteed yield strength of the reinforcing steel. The final working force varies with the application and function of the anchors. | ||||||||||||||||||||
| Coupler | Plate Anchorage with Hex Nut | Anchor Nut & Deformed Plate | Anchor Nut & Bearing Plate |
| | | |
| Resin Yield Chart* | ||||||||||||||||
| ASTM A615 THREADBAR ® Size Designation | ASTM A722 Nominal THREADBAR ® Diameter | Hole Diameter | ||||||||||||||
| 1 | 1-1/4 | 1-3/8 | 1-1/2 | 1-5/8 | 1-1/2 | 1-5/8 | 1-3/4 | 1-7/8 | 2 | 2-1/4 | 2 | 2-1/4 | in | |||
| 26 | 32 | 36 | 38 | 42 | 38 | 42 | 45 | 48 | 51 | 58 | 51 | 58 | mm | |||
| Cartridge Diameter | ||||||||||||||||
| 15/16 | 1-1/8 | 1-1/4 | 1-1/4 | 1-1/4 | 1-3/8 | 1-3/8 | 1-9/16 | 1-9/16 | 1-9/16 | 1-9/16 | 1-3/4 | 1-3/4 | in | |||
| in | mm | 23 | 32 | 32 | 32 | 32 | 36 | 36 | 40 | 40 | 40 | 40 | 45 | 45 | mm | |
| #6 | 1.87 | 1.22 | ||||||||||||||
| #7 | 1.52 | 1.41 | 1.27 | |||||||||||||
| #8 | 1 | 26 | 2.16 | 1.78 | 1.27 | 1.52 | 1.16 | 1.19 | ||||||||
| #9 | 1.61 | 1.15 | 1.94 | 1.38 | 1.37 | |||||||||||
| #10 | 1-1/4 | 32 | 1.47 | 1.76 | 1.65 | 1.30 | 1.28 | |||||||||
| #11 | 1-3/8 | 36 | 2.12 | 1.53 | 1.21 | 1.52 | 1.00 | |||||||||
| *Ratio of resin column length after insertion of DYWIDAG THREADBAR® to resin column length before inserting DYWIDAG THREADBAR®. Resin yield chart information provided by Celtite, Inc. Yields are calculated; no waste or allowance for over-drilling is included. Site trials should be conducted to determine actual resin requirements. Example: When using 1" (26 mm) DYWIDAG THREADBAR® in 1½" (38 mm) diameter hole with 1¼" (32 mm) diameter resin cartridge, resin yield multiplier is 1.27. A 12" (305 mm) resin column yields 15" (381 mm) of resin after the insertion of the DYWIDAG THREADBAR®. | ||||||||||||||||



