HILTI pre-cut ANCHOR ROD
As global leader in chemical anchoring systems, Hilti has provided threaded rods for anchoring applications in materials such as concrete and masonry for many years. As your partner, we offer a broad portfolio of high-quality pre-cut and custom cut-to-length Hilti anchor rods in thread diameters up to 2 ½ inches that in conjunction with the Hilti injectable mortars and adhesive capsules provide reliable and high-performing fastening points, and enable the installer to complete chemical anchoring applications efficiently, hassle-free, without compromising the budget.
Hilti HIT-Z Anchor rod
For use with Hilti HIT-HY 200 injectable mortar, the Hilti HIT-Z anchor rod provides the ultimate in safety and load capacity combined with up to 60% faster installation due to zero cleaning SafeSet Technology.
Zero-cleaning with SafeNet Technology with the Hilti HIT-Z anchor rod is currently for use at a base material temperature above 41 °F (+5 °C). For use below 41 °F (+5 °C) and for full installation procedures refer to the product instructions for use on the product packaging or contact Hilti.
Hilti HAS an Anchor rod
Broad portfolio of eight different material and coating types including high-strength, hot-dipped galvanized, and stainless steel for the demand of increased performance and usability with capsule systems.
New enhanced carbon steel HAS rod program
All carbon steel HAS rods now meet the requirements of the ASTM F1554, which allows engineers to design ductile fastening points with predictable steel failure for seismic applications in the three most common and relevant steel grades 36, 55 and 105.
The indication of the steel grade in the head marking and the product name simplifies the selection and identification of the right anchor rods. Included matching high quality nuts and washers will help the installer get the job done quickly, efficiently, and correctly.
Hilti Anchor Rod Specifications and Technical Data
HAS AND HIT-Z ANCHOR RODS
The following technical data is for HAS threaded rods and HIT-Z anchor rods available in the standard pre-cut rod program and the extended rod program.
Specifications and physical properties of Hilti HAS threaded rods and Hilti HIT-Z anchor rods
|
Threaded Rod Specification |
Units | Specified Ultimate Strength, futa | Minimum Specified Yield Strength 0.2% Offset, fya |
futa / fya |
Elongation, Min. % |
Reduction of Area, Min. % |
Specification for Nuts and Washers | ||
| min. | max. 5 | ||||||||
| CARBON STEEL | HAS-V-36 / HAS-V-36 HDG ASTM F1554, Grade 36 1,2,8
| psi | 58,000 | 80,000 | 36,000 |
Nuts: ASTM A194/194M, Grade 2H, Heavy or ASTM A563-15 Grade C
Washers: ASTM F436 Type 1 and ANSI B18.22.1 Type A Plain | |||
| 1.61 | 23 | 40 | ||||||
| (MPa) | (400) | (552) | (248) | ||||||
| HAS-E-55 / HAS-E-55 HDG ASTM F1554, Grade 55 1,2,8
| psi | 75,000 | 95,000 | 55,000 | 30 (3/8″ – 2″) | ||||
| 1.36 | 21 | |||||||
| (MPa) | (517) | (655) | (379) | 22 (2-1/4″ – 2-1/2″) | |||||
| HAS-B-105 / HAS-B-105 HDG ASTM A193, Grade B7 1,3 ASTM F1554, Grade 105 1,2,8
| psi | 125,000 (6) | 150,000 | 105,000 |
1.19 | 16 (B7) | 50 (B7) | ||
| (MPa) | (862) (6) | (1,034) | (724) | 15 (Gr. 105) | 45 (Gr. 105) | |||
| HIT-Z Anchor rod (HIT-HY 200 only) Unalloyed carbon steel 1 | psi
(MPa) | 94,200
(650) | NA | 75,300
(519) | 1.25 | 8 | 20 | Nuts: ASTM A563 Gr. A Washers: ASTM F844, HV and ANSI B18.22.1 Type A Plain | |
| STAINLESS STEEL | HAS-R 304 / 316 3/8-in. to 5/8-in. AISI Type 304 / 316 ASTM F 593 CW1 4 | psi
(MPa) | 100,000
(690) | 150,000
(1,034) | 65,000
(448) | 1.54 | 20 | – | |
| HAS-R 304 / 316 3/4-in. to 1-in. AISI Type 304 / 316 ASTM F 593 CW2 4 | psi
(MPa) | 85,000
(586) | 140,000
(966) | 45,000
(310) | 1.89 | 25 | – | Nuts: ASTM F594 | |
| HAS-R 304 / 316 1/4-in. and 1-1/8-in. to 2-in. ASTM A193 Grade 8(M), Class 1 3 | psi
(MPa) | 75,000 (7)
(517) (7) | NA | 30,000
(207) | 2.50 (7) | 30 | 50 | Washers: ASTM A240 and ANSI B18.22.1 Type A Plain | |
| HIT-Z-R Anchor rod (HIT-HY 200 only) Grade 316 | psi
(MPa) | 94,200
(650) | NA | 75,300
(519) | 1.25 | 8 | 20 | ||
- All carbon steel threaded rods are zinc plated in accordance with ASTM F1941 Fe/Zn 5 AN, with nuts and washers zinc plated in accordance with ASTM B633 SC 1 Type III. All hot-dipped galvanized threaded rods, nuts, and washers are zinc plated in accordance with ASTM F2329.
- Standard Specification for Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength.
- Standard Specification for Alloy-Steel and Stainless Steel Bolting Materials for High-Temperature Service.
- Standard Steel Specification for Stainless Steel Bolts, Hex Cap Screws, and Studs.
- Maximum specified steel strength according to ASTM standard. NA indicates that ASTM standard does not publish a maximum value.
- For designs according to CSA A23.3-14 Annex D, the maximum value of futa is 860 MPa (124,700 psi) per clause D.6.1.2.
- For calculating steel strength, ACI 318-14 section 17.4.1.2 and CSA A23.3-14 clause D.6.1.2 limit the ultimate strength to 1.9 fya. Thus, futa = 57,000 psi (393 MPa) for calculation purposes when determining steel strength in tension (Nsa) and shear (Vsa).
- 3/8-inch dia. threaded rods are not included in the ASTM F1554 standard. Hilti 3/8-inch dia. HAS-V, HAS-E, and HAS-E-B (incl. HDG) threaded rods meet the chemical composition and mechanical property requirements of ASTM F1554.
STRENGTH DESIGN ACCORDING TO ACI 318
The following steel design information is for Hilti HAS threaded rods and HIT-Z anchor rods according to the material specifications on page 2, used in conjunction with Hilti adhesive anchors designed in accordance with ACI 318 Chapter 17. This includes Hilti HIT-HY 200, HIT-RE 500 V3, HIT-RE 100, HIT-HY 100, and HIT-ICE.
Steel design information for Hilti HAS threaded rods and Hilti HIT-Z anchor rods for use with ACI 318 Chapter 17
| Design Information | Symbol | Units | Nominal Rod Diameter (in.) | ||||||
| 3/8 | 1/2 | 5/8 | 3/4 | 7/8 | 1 | ||||
| Rod O.D. | d | in. | 0.375 | 0.5 | 0.625 | 0.75 | 0.875 | 1 | |
| Rod effective cross-sectional area | Ase | in.2 (mm2) | 0.0775 (50) | 0.1419 (92) | 0.2260 (146) | 0.3345 (216) | 0.4617 (298) | 0.6057 (391) | |
| HAS-V-36 HAS-V-36 HDG ASTM F1554 Gr. 36 1,4 |
Nominal strength as governed by steel strength | Nsa | lb (kN) | 4,495 (20.0) | 8,230 (36.6) | 13,110 (58.3) | 19,400 (86.3) | 26,780 (119.1) | 35,130 (156.3) |
| Vsa | lb (kN) | 2,695 (12.0) | 4,940 (22.0) | 7,865 (35.0) | 11,640 (51.8) | 16,070 (71.5) | 21,080 (93.8) | ||
| Reduction factor, seismic shear | αv,seis | – | 0.6 | ||||||
| Strength reduction factor Φ for tension 2 | Φ | – | 0.75 | ||||||
| Strength reduction factor Φ for shear 2 | Φ | – | 0.65 | ||||||
| HAS-E-55 HAS-E-55 HDG ASTM F1554 Gr. 55 1,4 |
Nominal strength as governed by steel strength | Nsa | lb (kN) | 5,815 (25.9) | 10,645 (47.4) | 16,950 (75.4) | 25,090 (111.6) | 34,630 (154.0) | 45,430 (202.1) |
| Vsa | lb (kN) | 3,490 (15.5) | 6,385 (28.4) | 10,170 (45.2) | 15,055 (67.0) | 20,780 (92.4) | 27,260 (121.3) | ||
| Reduction factor, seismic shear | αv,seis | – | 0.7 (3) | ||||||
| Strength reduction factor Φ for tension 2 | Φ | – | 0.75 | ||||||
| Strength reduction factor Φ for shear 2 | Φ | – | 0.65 | ||||||
| HAS-B-105 HAS-B-105 HDG ASTM A193 B7 and ASTM F1554 Gr. 105 1,4 |
Nominal strength as governed by steel strength | Nsa | lb (kN) | 9,690 (43.1) | 17,740 (78.9) | 28,250 (125.7) | 41,815 (186.0) | 57,715 (256.7) | 75,715 (336.8) |
| Vsa | lb (kN) | 5,815 (25.9) | 10,645 (47.4) | 16,950 (75.4) | 25,090 (111.6) | 34,630 (154.0) | 45,430 (202.1) | ||
| Reduction factor, seismic shear | αv,seis | – | 0.7 (3) | ||||||
| Strength reduction factor Φ for tension 2 | Φ | – | 0.75 | ||||||
| Strength reduction factor Φ for shear 2 | Φ | – | 0.65 | ||||||
| HAS-R Stainless Steel ASTM F593, CW Stainless1 |
Nominal strength as governed by steel strength | Nsa | lb (kN) | 7,750 (34.5) | 14,190 (63.1) | 22,600 (100.5) | 28,435 (126.5) | 39,245 (174.6) | 51,485 (229.0) |
| Vsa | lb (kN) | 4,650 (20.7) | 8,515 (37.9) | 13,560 (60.3) | 17,060 (75.9) | 23,545 (104.7) | 30,890 (137.4) | ||
| Reduction factor, seismic shear | αv,seis | – | 0.7 (3) | ||||||
| Strength reduction factor Φ for tension 2 | Φ | – | 0.65 | ||||||
| Strength reduction factor Φ for shear 2 | Φ | – | 0.60 | ||||||
| HIT-Z Anchor Rod 1 (HIT-HY 200 only) |
Nominal strength as governed by steel strength | Nsa | lb (kN) | 7,305 (32.5) | 13,375 (59.5) | 21,305 (94.8) | 31,470 (140.0) | – – | – – |
| Vsa | lb (kN) | 3,215 (14.3) | 5,885 (26.2) | 9,375 (41.7) | 13,850 (61.6) | – – | – – | ||
| Reduction factor, seismic shear | αv,seis | – | 1.00 | 0.65 | – | ||||
| Strength reduction factor Φ for tension 2 | Φ | – | 0.65 | – | |||||
| Strength reduction factor Φ for shear 2 | Φ | – | 0.60 | – | |||||
| HIT-Z-R Anchor Rod Stainless Steel1 |
Nominal strength as governed by steel strength | Nsa | lb (kN) | 7,305 (32.5) | 13,375 (59.5) | 21,305 (94.8) | 31,472 (140.0) | – – | – – |
| Vsa | lb (kN) | 4,385 (19.5) | 8,025 (35.7) | 12,785 (56.9) | 18,885 (84.0) | – – | – – | ||
| Reduction factor, seismic shear | αv,seis | – | 1.00 | 0.75 | 0.65 | – | |||
| Strength reduction factor Φ for tension 2 | Φ | – | 0.65 | – | |||||
| Strength reduction factor Φ for shear 2 | Φ | – | 0.60 | – | |||||
- Values provided for Hilti threaded rod materials based on published strengths and calculated in accordance with ACI 318-14 Chapter 17 Eq. 17.4.1.2 and Eq. 17.5.1.2b. Nuts and washers must be appropriate for rod strength.
- For use with the load combinations of IBC Section 1605.2, ACI 318-14 5.3, or ACI 318-11 D.4.3, as set forth in ACI 318-14 17.3.3 or ACI 318-11 D.4.3. If the load combinations of ACI 318 Appendix C are used, the appropriate value of Φ must be determined in accordance with ACI 318 D.4.4.
- For HIT-RE 500 V3, the value of αv,seis can be increased. Refer to ICC-ES ESR-3814 or contact Hilti.
- 3/8-inch dia. threaded rods are not included in the ASTM F1554 standard. Hilti 3/8-inch dia. HAS-V, HAS-E, and HAS-E-B (incl. HDG) threaded rods meet the chemical composition and mechanical property requirements of ASTM F1554.
The following steel design information is for Hilti HAS threaded rods according to the material specifications on page 2, used in conjunction with Hilti adhesive anchors designed in accordance with ACI 318 Chapter 17. This includes Hilti HIT-HY 200, HIT-RE 500 V3, HIT-RE 100, HIT-HY 100, and HIT-ICE.
Steel design information for Hilti HAS threaded rods for use with ACI 318 Chapter 17
| Design Information | Symbol | Units | Nominal Rod Diameter (in.) | |||||||
| 1-1/8 | 1-1/4 | 1-1/2 | 1-3/4 | 2 | 2-1/4 | 2-1/2 | ||||
| Rod O.D. | d | in. | 1.125 | 1.25 | 1.5 | 1.75 | 2 | 2.25 | 2.5 | |
| Rod effective cross-sectional area | Ase | in.2 (mm2) | 0.7633 (492) | 0.9691 (625) | 1.405 (906) | 1.90 (1,226) | 2.50 (1,613) | 3.25 (2,097) | 4.00 (2,581) | |
| HAS-V-36 HAS-V-36 HDG ASTM F1554 Gr. 36 1 |
Nominal strength as governed by steel strength | Nsa | lb (kN) | 44,270 (196.9) | 56,210 (250.0) | 81,490 (362.5) | 110,200 (490.2) | 145,000 (645.0) | – – | – – |
| Vsa | lb (kN) | 26,560 (118.1) | 33,725 (150.0) | 48,895 (217.5) | 66,120 (294.1) | 87,000 (387.0) | – – | – – | ||
| Reduction factor, seismic shear | αv,seis | – | 0.6 | – | – | |||||
| Strength reduction factor f for tension 2 | ф | – | 0.75 | – | – | |||||
| Strength reduction factor f for shear 2 | ф | – | 0.65 | – | – | |||||
| HAS-E-55 HAS-E-55 HDG ASTM F1554 Gr. 55 1 |
Nominal strength as governed by steel strength | Nsa | lb (kN) | 57,250 (254.7) | 72,685 (323.3) | 105,375 (468.7) | 142,500 (633.9) | 187,500 (834.0) | – – | – – |
| Vsa | lb (kN) | 34,350 (152.8) | 43,610 (194.0) | 63,225 (281.2) | 85,500 (380.3) | 112,500 (500.4) | – – | – – | ||
| Reduction factor, seismic shear | αv,seis | – | 0.7 (3) | – | – | |||||
| Strength reduction factor f for tension 2 | ф | – | 0.75 | – | – | |||||
| Strength reduction factor f for shear 2 | ф | – | 0.65 | – | – | |||||
| HAS-B-105 HAS-B-105 HDG ASTM A193 B7 and ASTM F1554 Gr. 105 1 |
Nominal strength as governed by steel strength | Nsa | lb (kN) | 95,415 (424.4) | 121,140 (538.9) | 175,625 (781.2) | 237,500 (1,056.4) | 312,500 (1,390.1) | 406,250 (1,807.1) | 500,000 (2,224.1) |
| Vsa | lb (kN) | 57,250 (254.7) | 72,685 (323.3) | 105,375 (468.7) | 142,500 (633.9) | 187,500 (834.0) | 243,750 (1,084.2) | 300,000 (1,334.5) | ||
| Reduction factor, seismic shear | αv,seis | – | 0.7 (3) | |||||||
| Strength reduction factor f for tension 2 | ф | – | 0.75 | |||||||
| Strength reduction factor f for shear 2 | ф | – | 0.65 | |||||||
| HAS-R Stainless Steel
Class 1 1 |
Nominal strength as governed by steel strength | Nsa | lb (kN) | 43,510 (193.5) | 55,240 (245.7) | 80,085 (356.2) | 108,300 (481.7) | 142,500 (633.9) | – – | – – |
| Vsa | lb (kN) | 26,105 (116.1) | 33,145 (147.4) | 48,050 (213.7) | 64,980 (289.0) | 85,500 (380.3) | – – | – – | ||
| Reduction factor, seismic shear | αv,seis | – | 0.6 | – | – | |||||
| Strength reduction factor f for tension 2 | ф | – | 0.75 | – | – | |||||
| Strength reduction factor f for shear 2 | ф | – | 0.65 | – | – | |||||
- Values provided for Hilti threaded rod materials based on published strengths and calculated in accordance with ACI 318-14 Chapter 17 Eq. 17.4.1.2 and Eq. 17.5.1.2b. Nuts and washers must be appropriate for rod strength.
- For use with the load combinations of IBC Section 1605.2, ACI 318-14 5.3, or ACI 318-11 D.4.3, as set forth in ACI 318-14 17.3.3 or ACI 318-11 D.4.3. If the load combinations of ACI 318 Appendix C are used, the appropriate value of ф must be determined in accordance with ACI 318 D.4.4.
- For HIT-RE 500 V3, the value of αv,seis can be increased. Refer to ICC-ES ESR-3814 or contact Hilti.
The following are strength design values calculated from data on the previous pages. This is intended for adhesive anchors designed in accordance with ACI 318-14
Chapter 17 (and Appendix D for earlier editions of ACI 318) and can be used in conjunction with the Hilti Simplified Strength Design Tables (refer to Section 3.1.8 of the 2016
and 2017 Hilti Anchor Fastening Technical Guide for more information on the Hilti Simplified Tables). This includes Hilti HIT-HY 200, HIT-RE 500 V3, HIT-RE 100, HIT-HY 100, and HIT-ICE.
Steel design strength for Hilti HAS threaded rods for use with ACI 318-14 Chapter 17
|
Nominal anchor diameter in. | HAS-V-36 / HAS-V-36 HDG ASTM F1554 Gr. 36 4,6 | HAS-E-55 / HAS-E-55 HDG ASTM F1554 Gr. 55 4,5,6 | HAS-B-105 / HAS-B-105 HDG ASTM A193 B7 and ASTM F 1554 Gr. 105 4,6 | HAS-R Stainless Steel ASTM F593 (3/8-in to 1-in) 5 ASTM A193 (1-1/8-in to 2-in) 4 | ||||||||
| Tensile1 ΦNsa lb (kN) | Shear2 ΦVsa lb (kN) | Seismic Shear3 ΦVsa,eq lb (kN) | Tensile1 ΦNsa lb (kN) | Shear2 ΦVsa lb (kN) | Seismic Shear3 ΦVsa,eq lb (kN) | Tensile1 ΦNsa lb (kN) | Shear2 ΦVsa lb (kN) | Seismic Shear3 ΦVsa,eq lb (kN) | Tensile1 ΦNsa lb (kN) | Shear2 ΦVsa lb (kN) | Seismic Shear3 ΦVsa,eq lb (kN) | |
| 3/8 | 3,370 | 1,750 | 1,050 | 4,360 | 2,270 | 1,590 | 7,270 | 3,780 | 2,645 | 5,040 | 2,790 | 1,955 |
| (15.0) | (7.8) | (4.7) | (19.4) | (10.1) | (7.1) | (32.3) | (16.8) | (11.8) | (22.4) | (12.4) | (8.7) | |
| 1/2 | 6,175 | 3,210 | 1,925 | 7,985 | 4,150 | 2,905 | 13,305 | 6,920 | 4,845 | 9,225 | 5,110 | 3,575 |
| (27.5) | (14.3) | (8.6) | (35.5) | (18.5) | (12.9) | (59.2) | (30.8) | (21.6) | (41.0) | (22.7) | (15.9) | |
| 5/8 | 9,835 | 5,110 | 3,065 | 12,715 | 6,610 | 4,625 | 21,190 | 11,020 | 7,715 | 14,690 | 8,135 | 5,695 |
| (43.7) | (22.7) | (13.6) | (56.6) | (29.4) | (20.6) | (94.3) | (49.0) | (34.3) | (65.3) | (36.2) | (25.3) | |
| 3/4 | 14,550 | 7,565 | 4,540 | 18,820 | 9,785 | 6,850 | 31,360 | 16,310 | 11,415 | 18,485 | 10,235 | 7,165 |
| (64.7) | (33.7) | (20.2) | (83.7) | (43.5) | (30.5) | (139.5) | (72.6) | (50.8) | (82.2) | (45.5) | (31.9) | |
| 7/8 | 20,085 | 10,445 | 6,265 | 25,975 | 13,505 | 9,455 | 43,285 | 22,510 | 15,755 | 25,510 | 14,125 | 9,890 |
| (89.3) | (46.5) | (27.9) | (115.5) | (60.1) | (42.1) | (192.5) | (100.1) | (70.1) | (113.5) | (62.8) | (44.0) | |
| 1 | 26,350 | 13,700 | 8,220 | 34,075 | 17,720 | 12,405 | 56,785 | 29,530 | 20,670 | 33,465 | 18,535 | 12,975 |
| (117.2) | (60.9) | (36.6) | (151.6) | (78.8) | (55.2) | (252.6) | (131.4) | (91.9) | (148.9) | (82.4) | (57.7) | |
| 1-1/8 | 33,205 | 17,265 | 10,360 | 42,940 | 22,330 | 15,630 | 71,560 | 37,215 | 26,050 | 32,635 | 16,970 | 10,180 |
| (147.7) | (76.8) | (46.1) | (191.0) | (99.3) | (69.5) | (318.3) | (165.5) | (115.9) | (145.2) | (75.5) | (45.3) | |
| 1-1/4 | 42,160 | 21,920 | 13,150 | 54,515 | 28,345 | 19,840 | 90,855 | 47,245 | 33,070 | 41,430 | 21,545 | 12,925 |
| (187.5) | (97.5) | (58.5) | (242.5) | (126.1) | (88.3) | (404.1) | (210.2) | (147.1) | (184.3) | (95.8) | (57.5) | |
| 1-1/2 | 61,120 | 31,780 | 19,070 | 79,030 | 41,095 | 28,765 | 131,720 | 68,495 | 47,945 | 60,065 | 31,235 | 18,740 |
| (271.9) | (141.4) | (84.8) | (351.5) | (182.8) | (128.0) | (585.9) | (304.7) | (213.3) | (267.2) | (138.9) | (83.4) | |
| 1-3/4 | 82,650 | 42,980 | 25,790 | 106,875 | 55,575 | 38,905 | 178,125 | 92,625 | 64,835 | 81,225 | 42,235 | 25,340 |
| (367.6) | (191.2) | (114.7) | (475.4) | (247.2) | (173.1) | (792.3) | (412.0) | (288.4) | (361.3) | (187.9) | (112.7) | |
| 2 | 108,750 | 56,550 | 33,930 | 140,625 | 73,125 | 51,190 | 234,375 | 121,875 | 85,315 | 106,875 | 55,575 | 33,345 |
| (483.7) | (251.5) | (150.9) | (625.5) | (325.3) | (227.7) | (1,042.5) | (542.1) | (379.5) | (475.4) | (247.2) | (148.3) | |
| 2-1/4 | – | – | – | – | – | – | 304,690 | 158,440 | 110,910 | – | – | – |
| – | – | – | – | – | – | (1,355.3) | (704.8) | (493.3) | – | – | – | |
| 2-1/2 | – | – | – | – | – | – | 375,000 | 195,000 | 136,500 | – | – | – |
| – | – | – | – | – | – | (1,668.1) | (867.4) | (607.2) | – | – | – | |
- Tensile = ΦAse,N futa as noted in ACI 318-14 17.4.1.2
- Shear = Φ 0.60 Ase,V futa as noted in ACI 318-14 17.5.1.2b.
- Seismic Shear = αV,seis ΦVsa : Reduction factor for seismic shear only. See ACI 318 for additional information on seismic applications. Seismic shear for HIT-RE 500 V3 may be increased for HAS-E, HAS-B, and HAS-R CW1 and CW2 threaded rods (including HDG rods). Refer to ESR-3814.
- HAS-V, HAS-E (3/8-in to 2-in), HAS-B, and HAS-R (Class 1; 1-1/8-in to 2-in) threaded rods are considered ductile steel elements (included HDG rods).
- HAS-E (2-1/4-in to 2-1/2-in) and HAS-R (CW1 and CW2; 3/8-in to 1-in) threaded rods are considered brittle steel elements (including HDG rods).
- 3/8-inch dia. threaded rods are not included in the ASTM F1554 standard. Hilti 3/8-inch dia. HAS-V, HAS-E, and HAS-E-B (incl. HDG) threaded rods meet the chemical composition and mechanical property requirements of ASTM F1554.
Steel design strength for Hilti HIT-Z anchor rods for use with ACI 318-14 Ch. 17
|
Nominal anchor diameter in. | HIT-Z (HIT-HY 200 only) 4 | HIT-Z-R (HIT-HY 200 only) Stainless Steel 4 | ||||
| Tensile1 ΦNsa lb (kN) | Shear2 ΦVsa lb (kN) | Seismic Shear3 ΦVsa,eq lb (kN) | Tensile1 ΦNsa lb (kN) | Shear2 ΦVsa lb (kN) | Seismic Shear3 ΦVsa,eq lb (kN) | |
| 3/8 | 4,750 | 1,930 | 1,930 | 4,750 | 2,630 | 2,630 |
| (21.1) | (8.6) | (8.6) | (21.1) | (11.7) | (11.7) | |
| 1/2 | 8,695 | 3,530 | 2,295 | 8,695 | 4,815 | 3,610 |
| (38.7) | (15.7) | (10.2) | (38.7) | (21.4) | (16.1) | |
| 5/8 | 13,850 | 5,625 | 3,655 | 13,850 | 7,670 | 4,985 |
| (61.6) | (25.0) | (16.3) | (61.6) | (34.1) | (22.2) | |
| 3/4 | 20,455 | 8,310 | 5,400 | 20,455 | 11,330 | 7,365 |
| (91.0) | (37.0) | (24.0) | (91.0) | (50.4) | (32.8) | |
- Tensile = ΦAse,N futa as noted in ACI 318-14 17.4.1.2
- Shear value for HIT-Z and HIT-Z-R anchor rods is based on static shear testing with ΦVsa ≤ Φ 0.60 Ase,V futa as noted in ACI 318-14 17.5.1.2b.
- Seismic Shear = αV,seis ΦVsa : Reduction factor for seismic shear only. See ACI 318 for additional information on seismic applications. Seismic shear for HIT-RE 500 V3 may be increased for HAS-R rods. Refer to ESR-3814.
- HAS-R stainless steel threaded rods, HIT-Z, and HIT-Z-R anchor rods are considered brittle steel elements.
LIMIT STATES DESIGN ACCORDING TO CSA A23.3-14
The following steel design information is for Hilti HAS threaded rods and HIT-Z anchor rods according to the material specifications on page 2, used in conjunction with Hilti
adhesive anchors designed in accordance with CSA A23.3-14 Annex D. This includes Hilti HIT-HY 200, HIT-RE 500 V3, HIT-RE 100, HIT-HY 100, and HIT-ICE.
Steel design information for Hilti HAS threaded rods and Hilti HIT-Z anchor rods for use with CSA A23.3-14 Annex D
| Design Information | Symbol | Units | Nominal Rod Diameter (in.) | ||||||
| 3/8 | 1/2 | 5/8 | 3/4 | 7/8 | 1 | ||||
| Rod O.D. | d | in. | 0.375 | 0.5 | 0.625 | 0.75 | 0.875 | 1 | |
| Rod effective cross-sectional area | Ase | in.2 (mm2) | 0.0775 (50) | 0.1419 (92) | 0.2260 (146) | 0.3345 (216) | 0.4617 (298) | 0.6057 (391) | |
| HAS-V-36 HAS-V-36 HDG ASTM F1554 Gr. 36 1,4 |
Nominal strength as governed by steel strength | Nsa | lb (kN) | 4,495 (20.0) | 8,230 (36.6) | 13,110 (58.3) | 19,400 (86.3) | 26,780 (119.1) | 35,130 (156.3) |
| Vsa | lb (kN) | 2,695 (12.0) | 4,940 (22.0) | 7,865 (35.0) | 11,640 (51.8) | 16,070 (71.5) | 21,080 (93.8) | ||
| Reduction factor, seismic shear | αv,seis | – | 0.6 | ||||||
| Strength reduction factor R for tension 2 | R | – | 0.80 | ||||||
| Strength reduction factor R for shear 2 | R | – | 0.75 | ||||||
| HAS-E-55 HAS-E-55 HDG ASTM F1554 Gr. 55 1,4 |
Nominal strength as governed by steel strength | Nsa | lb (kN) | 5,815 (25.9) | 10,645 (47.4) | 16,950 (75.4) | 25,090 (111.6) | 34,630 (154.0) | 45,430 (202.1) |
| Vsa | lb (kN) | 3,490 (15.5) | 6,385 (28.4) | 10,170 (45.2) | 15,055 (67.0) | 20,780 (92.4) | 27,260 (121.3) | ||
| Reduction factor, seismic shear | αv,seis | – | 0.7 (3) | ||||||
| Strength reduction factor R for tension 2 | R | – | 0.80 | ||||||
| Strength reduction factor R for shear 2 | R | – | 0.75 | ||||||
| HAS-B-105 HAS-B-105 HDG ASTM A193 B7 and ASTM F1554 Gr. 105 1,4 |
Nominal strength as governed by steel strength | Nsa | lb (kN) | 9,665 (43.0) | 17,695 (78.7) | 28,180 (125.4) | 41,710 (185.5) | 57,575 (256.1) | 75,530 (336.0) |
| Vsa | lb (kN) | 5,800 (25.8) | 10,615 (47.2) | 16,910 (75.2) | 25,025 (111.3) | 34,545 (153.7) | 45,320 (201.6) | ||
| Reduction factor, seismic shear | αv,seis | – | 0.7 (3) | ||||||
| Strength reduction factor R for tension 2 | R | – | 0.80 | ||||||
| Strength reduction factor R for shear 2 | R | – | 0.75 | ||||||
| HAS-R Stainless Steel ASTM F593, CW Stainless1 |
Nominal strength as governed by steel strength | Nsa | lb (kN) | 7,750 (34.5) | 14,190 (63.1) | 22,600 (100.5) | 28,435 (126.5) | 39,245 (174.6) | 51,485 (229.0) |
| Vsa | lb (kN) | 4,650 (20.7) | 8,515 (37.9) | 13,560 (60.3) | 17,060 (75.9) | 23,545 (104.7) | 30,890 (137.4) | ||
| Reduction factor, seismic shear | αv,seis | – | 0.7 (3) | ||||||
| Strength reduction factor R for tension 2 | R | – | 0.70 | ||||||
| Strength reduction factor R for shear 2 | R | – | 0.65 | ||||||
|
HIT-Z Anchor Rod 1 (HIT-HY 200 only) |
Nominal strength as governed by steel strength | Nsa | lb (kN) | 7,305 (32.5) | 13,375 (59.5) | 21,305 (94.8) | 31,470 (140.0) | – – | – – |
| Vsa | lb (kN) | 3,215 (14.3) | 5,885 (26.2) | 9,375 (41.7) | 13,850 (61.6) | – – | – – | ||
| Reduction factor, seismic shear | αv,seis | – | 1.00 | 0.65 | – | ||||
| Strength reduction factor R for tension 2 | R | – | 0.70 | – | |||||
| Strength reduction factor R for shear 2 | R | – | 0.65 | – | |||||
| HIT-Z-R Anchor Rod (HIT-HY 200 only) Stainless Steel1 |
Nominal strength as governed by steel strength | Nsa | lb (kN) | 7,305 (32.5) | 13,375 (59.5) | 21,305 (94.8) | 31,470 (140.0) | – – | – – |
| Vsa | lb (kN) | 4,385 (19.5) | 8,025 (35.7) | 12,785 (56.9) | 18,885 (84.0) | – – | – – | ||
| Reduction factor, seismic shear | αv,seis | – | 1.00 | 0.75 | 0.65 | – | |||
| Strength reduction factor R for tension 2 | R | – | 0.70 | – | |||||
| Strength reduction factor R for shear 2 | R | – | 0.65 | – | |||||
- Values provided for Hilti threaded rod materials based on published strengths and calculated in accordance with CSA A23.3-14 Annex D Eq. D.2 and Eq. D.31. Nuts and washers must be appropriate for rod strength.
- For use with the load combinations of CSA A23.3-14 Clause 8.
- For HIT-RE 500 V3, the value of αv,seis can be increased. Refer to ICC-ES ESR-3814 or contact Hilti.
- 3/8-inch dia. threaded rods are not included in the ASTM F1554 standard. Hilti 3/8-inch dia. HAS-V, HAS-E, and HAS-E-B (incl. HDG) threaded rods meet the chemical composition and mechanical property requirements of ASTM F1554.
The following steel design information is for Hilti HAS threaded rods according to the material specifications on page 2, used in conjunction with Hilti adhesive anchors designed in accordance with CSA A23.3-14 Annex D. This includes Hilti HIT-HY 200, HIT-RE 500 V3, HIT-RE 100, HIT-HY 100, and HIT-ICE.
Steel design information for Hilti HAS threaded rods for use with CSA A23.3-14 Annex D
| Design Information | Symbol | Units | Nominal Rod Diameter (in.) | |||||||
| 1-1/8 | 1-1/4 | 1-1/2 | 1-3/4 | 2 | 2-1/4 | 2-1/2 | ||||
| Rod O.D. | d | in. | 1.125 | 1.25 | 1.5 | 1.75 | 2 | 2.25 | 2.5 | |
| Rod effective cross-sectional area | Ase | in.2 (mm2) | 0.7633 (492) | 0.9691 (625) | 1.405 (906) | 1.90 (1,226) | 2.50 (1,613) | 3.25 (2,097) | 4.00 (2,581) | |
| HAS-V-36 HAS-V-36 HDG ASTM F1554 Gr. 36 1 |
Nominal strength as governed by steel strength | Nsa | lb (kN) | 44,270 (196.9) | 56,210 (250.0) | 81,490 (362.5) | 110,200 (490.2) | 145,000 (645.0) | – – | – – |
| Vsa | lb (kN) | 26,560 (118.1) | 33,725 (150.0) | 48,895 (217.5) | 66,120 (294.1) | 87,000 (387.0) | – – | – – | ||
| Reduction factor, seismic shear | αv,seis | – | 0.6 | – | – | |||||
| Strength reduction factor R for tension 2 | R | – | 0.80 | – | – | |||||
| Strength reduction factor R for shear 2 | R | – | 0.75 | – | – | |||||
| HAS-E-55 HAS-E-55 HDG ASTM F1554 Gr. 55 1 |
Nominal strength as governed by steel strength | Nsa | lb (kN) | 57,250 (254.7) | 72,685 (323.3) | 105,375 (468.7) | 142,500 (633.9) | 187,500 (834.0) | – – | – – |
| Vsa | lb (kN) | 34,350 (152.8) | 43,610 (194.0) | 63,225 (281.2) | 85,500 (380.3) | 112,500 (500.4) | – – | – – | ||
| Reduction factor, seismic shear | αv,seis | – | 0.7 (3) | – | – | |||||
| Strength reduction factor R for tension 2 | R | – | 0.80 | – | – | |||||
| Strength reduction factor R for shear 2 | R | – | 0.75 | – | – | |||||
| HAS-B-105 HAS-B-105 HDG ASTM A193 B7 and ASTM F1554 Gr. 105 1 |
Nominal strength as governed by steel strength | Nsa | lb (kN) | 95,185 (423.4) | 120,845 (537.5) | 175,205 (779.3) | 236,930 (1,053.9) | 311,750 (1,386.7) | 405,275 (1,802.7) | 498,800 (2,218.8) |
| Vsa | lb (kN) | 57,110 (254.0) | 72,505 (322.5) | 105,125 (467.6) | 142,160 (632.4) | 187,050 (832.0) | 243,165 (1,081.6) | 299,280 (1,331.3) | ||
| Reduction factor, seismic shear | αv,seis | – | 0.7 (3) | |||||||
| Strength reduction factor R for tension 2 | R | – | 0.80 | |||||||
| Strength reduction factor R for shear 2 | R | – | 0.75 | |||||||
| HAS-R Stainless Steel ASTM A193, Gr. 8(M), Class 1 1 |
Nominal strength as governed by steel strength | Nsa | lb (kN) | 43,510 (193.5) | 55,240 (245.7) | 80,085 (356.2) | 108,300 (481.7) | 142,500 (633.9) | – – | – – |
| Vsa | lb (kN) | 26,105 (116.1) | 33,145 (147.4) | 48,050 (213.7) | 64,980 (289.0) | 85,500 (380.3) | – – | – – | ||
| Reduction factor, seismic shear | αv,seis | – | 0.6 | – | – | |||||
| Strength reduction factor R for tension 2 | R | – | 0.80 | – | – | |||||
| Strength reduction factor R for shear 2 | R | – | 0.75 | – | – | |||||
- Values provided for Hilti threaded rod materials based on published strengths and calculated in accordance with CSA A23.3-14 Annex D Eq. D.2 and Eq. D.31. Nuts and washers must be
appropriate for rod strength. - For use with the load combinations of CSA A23.3-14 Clause 8.
- For HIT-RE 500 V3, the value of αv,seis can be increased. Refer to ICC-ES ESR-3814 or contact Hilti.
The following are strength design values calculated from data on the previous pages. This is intended for adhesive anchors designed in accordance with CSA A23.3-14 Annex D and can be used in conjunction with the Hilti Simplified Strength Design Tables (refer to Section 3.1.8 of the 2016 and 2017 Hilti Anchor Fastening Technical Guide for more information on the Hilti Simplified Tables). This includes Hilti HIT-HY 200, HIT-RE 500 V3, HIT-RE 100, HIT-HY 100, and HIT-ICE.
Steel factored resistance for Hilti HAS threaded rods for use with CSA A23.3-14 Annex D
|
Nominal anchor diameter in. | HAS-V-36 / HAS-V-36 HDG ASTM F1554 Gr. 36 4,6 | HAS-E-55 / HAS-E-55 HDG ASTM F1554 Gr. 55 4,5,6 | HAS-B-105 / HAS-B-105 HDG ASTM A193 B7 and ASTM F 1554 Gr. 105 4,6 | HAS-R Stainless Steel ASTM F593 (3/8-in to 1-in) 5 ASTM A193 (1-1/8-in to 2-in) 4 | ||||||||
| Tensile1 Nsar lb (kN) | Shear2 Vsar lb (kN) | Seismic Shear3 Vsar,eq lb (kN) | Tensile1 Nsar lb (kN) | Shear2 Vsar lb (kN) | Seismic Shear3 Vsar,eq lb (kN) | Tensile1 Nsar lb (kN) | Shear2 Vsar lb (kN) | Seismic Shear3 Vsar,eq lb (kN) | Tensile1 Nsar lb (kN) | Shear2 Vsar lb (kN) | Seismic Shear3 Vsar,eq lb (kN) | |
| 3/8 | 3,055 | 1,720 | 1,030 | 3,955 | 2,225 | 1,560 | 6,570 | 3,695 | 2,585 | 4,610 | 2,570 | 1,800 |
| (13.6) | (7.7) | (4.6) | (17.6) | (9.9) | (6.9) | (29.2) | (16.4) | (11.5) | (20.5) | (11.4) | (8.0) | |
| 1/2 | 5,595 | 3,150 | 1,890 | 7,240 | 4,070 | 2,850 | 12,035 | 6,765 | 4,735 | 8,445 | 4,705 | 3,295 |
| (24.9) | (14.0) | (8.4) | (32.2) | (18.1) | (12.7) | (53.5) | (30.1) | (21.1) | (37.6) | (20.9) | (14.7) | |
| 5/8 | 8,915 | 5,015 | 3,010 | 11,525 | 6,485 | 4,540 | 19,160 | 10,780 | 7,545 | 13,445 | 7,490 | 5,245 |
| (39.7) | (22.3) | (13.4) | (51.3) | (28.8) | (20.2) | (85.2) | (48.0) | (33.6) | (59.8) | (33.3) | (23.3) | |
| 3/4 | 13,190 | 7,420 | 4,450 | 17,060 | 9,600 | 6,720 | 28,365 | 15,955 | 11,170 | 16,920 | 9,425 | 6,600 |
| (58.7) | (33.0) | (19.8) | (75.9) | (42.7) | (29.9) | (126.2) | (71.0) | (49.7) | (75.3) | (41.9) | (29.4) | |
| 7/8 | 18,210 | 10,245 | 6,145 | 23,550 | 13,245 | 9,270 | 39,150 | 22,020 | 15,415 | 23,350 | 13,010 | 9,105 |
| (81.0) | (45.6) | (27.3) | (104.8) | (58.9) | (41.2) | (174.1) | (97.9) | (68.6) | (103.9) | (57.9) | (40.5) | |
| 1 | 23,890 | 13,440 | 8,065 | 30,890 | 17,380 | 12,165 | 51,360 | 28,890 | 20,225 | 30,635 | 17,065 | 11,945 |
| (106.3) | (59.8) | (35.9) | (137.4) | (77.3) | (54.1) | (228.5) | (128.5) | (90.0) | (136.3) | (75.9) | (53.1) | |
| 1-1/8 | 30,105 | 16,930 | 10,160 | 38,930 | 21,900 | 15,330 | 64,725 | 36,410 | 25,485 | 29,585 | 16,640 | 9,985 |
| (133.9) | (75.3) | (45.2) | (173.2) | (97.4) | (68.2) | (287.9) | (162.0) | (113.4) | (131.6) | (74.0) | (44.4) | |
| 1-1/4 | 38,225 | 21,500 | 12,900 | 49,425 | 27,800 | 19,460 | 82,175 | 46,220 | 32,355 | 37,565 | 21,130 | 12,680 |
| (170.0) | (95.6) | (57.4) | (219.9) | (123.7) | (86.6) | (365.5) | (205.6) | (143.9) | (167.1) | (94.0) | (56.4) | |
| 1-1/2 | 55,415 | 31,170 | 18,700 | 71,655 | 40,305 | 28,215 | 119,140 | 67,015 | 46,910 | 54,460 | 30,630 | 18,380 |
| (246.5) | (138.7) | (83.2) | (318.7) | (179.3) | (125.5) | (530.0) | (298.1) | (208.7) | (242.2) | (136.2) | (81.8) | |
| 1-3/4 | 74,935 | 42,150 | 25,290 | 96,900 | 54,505 | 38,155 | 161,110 | 90,625 | 63,435 | 73,645 | 41,425 | 24,855 |
| (333.3) | (187.5) | (112.5) | (431.0) | (242.4) | (169.7) | (716.6) | (403.1) | (282.2) | (327.6) | (184.3) | (110.6) | |
| 2 | 98,600 | 55,460 | 33,275 | 127,500 | 71,720 | 50,205 | 211,990 | 119,245 | 83,470 | 96,900 | 54,505 | 32,705 |
| (438.6) | (246.7) | (148.0) | (567.1) | (319.0) | (223.3) | (943.0) | (530.4) | (371.3) | (431.0) | (242.4) | (145.5) | |
| 2-1/4 | – | – | – | – | – | – | 275,585 | 155,020 | 108,515 | – | – | – |
| – | – | – | – | – | – | (1,225.9) | (689.6) | (482.7) | – | – | – | |
| 2-1/2 | – | – | – | – | – | – | 339,185 | 190,790 | 133,555 | – | – | – |
| – | – | – | – | – | – | (1,508.8) | (848.7) | (594.1) | – | – | – | |
- Tensile = Ase,N Φs futa R as noted in CSA A23.3-14 Eq. D.2.
- Shear = Ase,V Φs 0.60 futa R as noted in CSA A23.3-14 Eq. D.31.
- Seismic Shear = αV,seis Vsar : Reduction factor for seismic shear only. See CSA A23.3 Annex D for additional information on seismic applications. Seismic shear for HIT-RE 500 V3 may be increased for HAS-E, HAS-B, and HAS-R CW1 and CW2 threaded rods (including HDG rods). Refer to ESR-3814.
- HAS-V, HAS-E (3/8-in to 2-in), HAS-B, and HAS-R (Class 1; 1-1/8-in to 2-in) threaded rods are considered ductile steel elements (included HDG rods).
- HAS-E (2-1/4-in to 2-1/2-in) and HAS-R (CW1 and CW2; 3/8-in to 1-in) threaded rods are considered brittle steel elements (including HDG rods).
- 3/8-inch dia. threaded rods are not included in the ASTM F1554 standard. Hilti 3/8-inch dia. HAS-V, HAS-E, and HAS-E-B (incl. HDG) threaded rods meet the chemical
composition and mechanical property requirements of ASTM F1554.
Steel factored resistance for Hilti HIT-Z anchor rods for use with CSA A23.3-14 Annex D
|
Nominal anchor diameter in. | HIT-Z (HIT-HY 200 only) 4 | HIT-Z-R (HIT-HY 200 only) Stainless Steel 4 | ||||
| Tensile1 Nsar lb (kN) | Shear2 Vsar lb (kN) | Seismic Shear3 Vsar,eq lb (kN) | Tensile1 Nsar lb (kN) | Shear2 Vsar lb (kN) | Seismic Shear3 Vsar,eq lb (kN) | |
| 3/8 | 4,345 | 4,035 | 2,420 | 4,345 | 2,420 | 2,420 |
| (19.3) | (17.9) | (10.8) | (19.3) | (10.8) | (10.8) | |
| 1/2 | 7,960 | 7,390 | 4,435 | 7,960 | 4,435 | 3,325 |
| (35.4) | (32.9) | (19.7) | (35.4) | (19.7) | (14.8) | |
| 5/8 | 12,675 | 11,770 | 7,060 | 12,675 | 7,065 | 4,590 |
| (56.4) | (52.4) | (31.4) | (56.4) | (31.4) | (20.4) | |
| 3/4 | 18,725 | 17,390 | 10,435 | 18,725 | 10,435 | 6,785 |
| (83.3) | (77.4) | (46.4) | (83.3) | (46.4) | (30.2) | |
- Tensile = Ase,N Φs futa R as noted in CSA A23.3-14 Eq. D.2.
- Shear value for HIT-Z and HIT-Z-R anchor rods is based on static shear testing with Vsar ≤ Ase,V Φs 0.60 futa R as noted in CSA A23.3-14 Eq. D.31.
- Seismic Shear = αV,seis Vsar : Reduction factor for seismic shear only. See CSA A23.3 Annex D for additional information on seismic applications.
Seismic shear for HIT-RE 500 V3 may be increased for HAS-R rods. Refer to ESR-3814. - HAS-R stainless steel threaded rods, HIT-Z, and HIT-Z-R anchor rods are considered brittle steel elements.
TECHNICAL DATA ALLOWABLE STRESS DESIGN (ASD)
The following technical data is for adhesive anchors that will be designed in accordance with the Allowable Stress Design method (ASD). This includes Hilti HIT-HY 270 for
masonry, HIT-HY 200 for masonry, HIT-HY 100 for masonry, HIT-ICE, HIT-HY 10 PLUS, HIT-1, HTE 50 and HVU Capsules.
Note
- Hilti HAS-V-36 threaded rods are not applicable for use with Hilti HVU Capsules since the end of the rod does not have a chisel point to break and mix the capsules
during installation. - Hilti HIT-Z Anchor Rods do not have ASD load data since they are only used in conjunction with Hilti HIT-HY 200.
Allowable steel strength for Hilti HAS threaded rods 1
|
Nominal anchor diameter in. |
HAS-V-36 / HAS-V-36 HDG ASTM F1554 Gr. 36 2 |
HAS-E-55 / HAS-E-55 HDG ASTM F1554 Gr. 552 | HAS-B-105 and HAS-B-105 HDG ASTM A193 B7 and ASTM F 1554 Gr. 1052 | HAS-R Stainless Steel ASTM F593 (3/8-in to 1-in) ASTM A193 (1/4-in and 1-1/8-in to 2-in) | ||||
| Tensile lb (kN) | Shear lb (kN) | Tensile lb (kN) | Shear lb (kN) | Tensile lb (kN) | Shear lb (kN) | Tensile lb (kN) | Shear lb (kN) | |
| 1/4 | – | – | – | – | – | – | 925 | 475 |
| – | – | – | – | – | – | (4.1) | (2.1) | |
| 3/8 | 2,115 | 1,090 | 2,730 | 1,410 | 4,555 | 2,345 | 3,645 | 1,875 |
| (9.4) | (4.8) | (12.1) | (6.3) | (20.3) | (10.4) | (16.2) | (8.3) | |
| 1/2 | 3,755 | 1,935 | 4,860 | 2,505 | 8,095 | 4,170 | 6,480 | 3,335 |
| (16.7) | (8.6) | (21.6) | (11.1) | (36.0) | (18.5) | (28.8) | (14.8) | |
| 5/8 | 5,870 | 3,025 | 7,595 | 3,910 | 12,655 | 6,520 | 10,125 | 5,215 |
| (26.1) | (13.5) | (33.8) | (17.4) | (56.3) | (29.0) | (45.0) | (23.2) | |
| 3/4 | 8,455 | 4,355 | 10,935 | 5,635 | 18,225 | 9,390 | 12,390 | 6,385 |
| (37.6) | (19.4) | (48.6) | (25.1) | (81.1) | (41.8) | (55.1) | (28.4) | |
| 7/8 | 11,510 | 5,930 | 14,880 | 7,665 | 24,805 | 12,780 | 16,865 | 8,690 |
| (51.2) | (26.4) | (66.2) | (34.1) | (110.3) | (56.8) | (75.0) | (38.7) | |
| 1 | 15,035 | 7,745 | 19,440 | 10,015 | 32,400 | 16,690 | 22,030 | 11,350 |
| (66.9) | (34.5) | (86.5) | (44.5) | (144.1) | (74.2) | (98.0) | (50.5) | |
| 1-1/8 | 19,025 | 9,800 | 24,600 | 12,675 | 41,005 | 21,125 | 18,695 | 9,630 |
| (84.6) | (43.6) | (109.4) | (56.4) | (182.4) | (94.0) | (83.2) | (42.8) | |
| 1-1/4 | 23,490 | 12,100 | 30,375 | 15,645 | 50,620 | 26,080 | 23,085 | 11,890 |
| (104.5) | (53.8) | (135.1) | (69.6) | (225.2) | (116.0) | (102.7) | (52.9) | |
| 1-1/2 | 33,825 | 17,425 | 43,735 | 22,530 | 72,895 | 37,550 | 33,240 | 17,125 |
| (150.5) | (77.5) | (194.5) | (100.2) | (324.3) | (167.0) | (147.9) | (76.2) | |
| 1-3/4 | 46,035 | 23,715 | 59,530 | 30,665 | 99,220 | 51,110 | 45,245 | 23,305 |
| (204.8) | (105.5) | (264.8) | (136.4) | (441.4) | (227.3) | (201.3) | (103.7) | |
| 2 | 60,130 | 30,975 | 77,755 | 40,055 | 129,590 | 66,760 | 59,095 | 30,440 |
| (267.5) | (137.8) | (345.9) | (178.2) | (576.4) | (297.0) | (262.9) | (135.4) | |
| 2-1/4 | – | – | – | – | 164,015 | 84,490 | – | – |
| – | – | – | – | (729.6) | (375.8) | – | – | |
| 2-1/2 | – | – | – | – | 202,485 | 104,310 | – | – |
| – | – | – | – | (900.7) | (464.0) | – | – | |
- Steel strength as defined in AISC Manual of Steel Construction (ASD):
- Tensile = 0.33 x Fu x Nominal Area
- Shear = 0.17 x Fu x Nominal Area
- 3/8-inch dia. threaded rods are not included in the ASTM F1554 standard. Hilti 3/8-inch dia. HAS-V, HAS-E, and HAS-E-B (incl. HDG) threaded rods meet the chemical composition and mechanical property requirements of ASTM F1554.
|
Nominal anchor diameter in. |
HAS-V-36 / HAS-V-36 HDG ASTM F1554 Gr. 36 2 |
HAS-E-55 / HAS-E-55 HDG ASTM F1554 Gr. 55 2 | HAS-B-105 / HAS-B-105 HDG ASTM A193 B7 and ASTM F 1554 Gr. 105 2 | HAS-R Stainless Steel ASTM F593 (3/8-in to 1-in) ASTM A193 (1/4-in and 1-1/8-in to 2-in) | ||||||||
| Yield lb (kN) | Tensile lb (kN) | Shear lb (kN) | Yield lb (kN) | Tensile lb (kN) | Shear lb (kN) | Yield lb (kN) | Tensile lb (kN) | Shear lb (kN) | Yield lb (kN) | Tensile lb (kN) | Shear lb (kN) | |
| 1/4 | – | – | – | – | – | – | – | – | – | 955 | 2,100 | 1,260 |
| – | – | – | – | – | – | – | – | – | (4.2) | (9.3) | (5.6) | |
| 3/8 | 2,790 | 4,800 | 2,880 | 4,265 | 6,210 | 3,725 | 8,140 | 10,350 | 6,210 | 5,040 | 8,280 | 4,970 |
| (12.4) | (21.4) | (12.8) | (19.0) | (27.6) | (16.6) | (36.2) | (46.0) | (27.6) | (22.4) | (36.8) | (22.1) | |
| 1/2 | 5,110 | 8,540 | 5,125 | 7,805 | 11,040 | 6,625 | 14,900 | 18,405 | 11,040 | 9,225 | 14,725 | 8,835 |
| (22.7) | (38.0) | (22.8) | (34.7) | (49.1) | (29.5) | (66.3) | (81.9) | (49.1) | (41.0) | (65.5) | (39.3) | |
| 5/8 | 8,135 | 13,345 | 8,005 | 12,430 | 17,260 | 10,355 | 23,730 | 28,765 | 17,260 | 14,690 | 23,010 | 13,805 |
| (36.2) | (59.4) | (35.6) | (55.3) | (76.8) | (46.1) | (105.6) | (128.0) | (76.8) | (65.3) | (102.4) | (61.4) | |
| 3/4 | 12,040 | 19,220 | 11,530 | 18,400 | 24,850 | 14,910 | 35,125 | 41,420 | 24,850 | 15,055 | 28,165 | 16,900 |
| (53.6) | (85.5) | (51.3) | (81.8) | (110.5) | (66.3) | (156.2) | (184.2) | (110.5) | (67.0) | (125.3) | (75.2) | |
| 7/8 | 16,620 | 26,155 | 15,695 | 25,395 | 33,825 | 20,295 | 48,480 | 56,370 | 33,825 | 20,775 | 38,335 | 23,000 |
| (73.9) | (116.3) | (69.8) | (113.0) | (150.5) | (90.3) | (215.6) | (250.7) | (150.5) | (92.4) | (170.5) | (102.3) | |
| 1 | 21,805 | 34,165 | 20,500 | 33,315 | 44,180 | 26,505 | 63,600 | 73,630 | 44,180 | 27,255 | 50,070 | 30,040 |
| (97.0) | (152.0) | (91.2) | (148.2) | (196.5) | (117.9) | (282.9) | (327.5) | (196.5) | (121.2) | (222.7) | (133.6) | |
| 1-1/8 | 27,480 | 43,240 | 25,945 | 41,980 | 55,915 | 33,550 | 80,145 | 93,190 | 55,915 | 22,900 | 42,495 | 25,495 |
| (122.2) | (192.3) | (115.4) | (186.7) | (248.7) | (149.2) | (356.5) | (414.5) | (248.7) | (101.9) | (189.0) | (113.4) | |
| 1-1/4 | 34,890 | 53,385 | 32,030 | 53,300 | 69,030 | 41,420 | 101,755 | 115,050 | 69,030 | 29,075 | 52,465 | 31,480 |
| (155.2) | (237.5) | (142.5) | (237.1) | (307.1) | (184.2) | (452.6) | (511.8) | (307.1) | (129.3) | (233.4) | (140.0) | |
| 1-1/2 | 50,590 | 76,870 | 46,125 | 77,290 | 99,400 | 59,640 | 147,550 | 165,670 | 99,400 | 42,160 | 75,545 | 45,325 |
| (225.0) | (341.9) | (205.2) | (343.8) | (442.2) | (265.3) | (656.3) | (736.9) | (442.2) | (187.5) | (336.0) | (201.6) | |
| 1-3/4 | 68,380 | 104,630 | 62,780 | 104,470 | 135,295 | 81,180 | 199,445 | 225,495 | 135,295 | 56,985 | 102,825 | 61,695 |
| (304.2) | (465.4) | (279.3) | (464.7) | (601.8) | (361.1) | (887.2) | (1,003.0) | (601.8) | (253.5) | (457.4) | (274.4) | |
| 2 | 89,935 | 136,660 | 81,995 | 137,400 | 176,715 | 106,030 | 262,315 | 294,525 | 176,715 | 74,945 | 134,305 | 80,580 |
| (400.0) | (607.9) | (364.7) | (611.2) | (786.1) | (471.6) | (1,166.8) | (1,310.1) | (786.1) | (333.4) | (597.4) | (358.4) | |
| 2-1/4 | – | – | – | – | – | – | 341,005 | 372,755 | 223,655 | – | – | – |
| – | – | – | – | – | – | (1,516.9) | (1,658.1) | (994.9) | – | – | – | |
| 2-1/2 | – | – | – | – | – | – | 419,875 | 460,195 | 276,115 | – | – | – |
| – | – | – | – | – | – | (1,867.7) | (2,047.0) | (1,228.2) | – | – | – | |
- Steel strength as defined in AISC Manual of Steel Construction (LRFD):
- Yield = Fy x Tensile stress area
- Tensile = 0.75 x Fu x Nominal Area
- Shear = 0.45 x Fu x Nominal Area
- 3/8-inch dia. threaded rods are not included in the ASTM F1554 standard. Hilti 3/8-inch dia. HAS-V, HAS-E, and HAS-E-B (incl. HDG) threaded rods meet the chemical composition and mechanical property requirements of ASTM F1554.
ORDERING INFORMATION
Hilti HIT-Z Anchor rods for Hilti HIT-HY 200 Anchoring system
| HIT-Z Carbon Steel | HIT-Z-R 316 Stainless Steel |
HIT-Z (-R) Length Code | ||
| Description | Qty | Description | Qty | |
| 3/8″ x 3-3/8″ | 40 | 3/8″ x 3-3/8″ | 40 | D |
| 3/8″ x 4-3/8″ | 40 | 3/8″ x 4-3/8″ | 40 | F |
| 3/8″x 5-1/8″ | 40 | 3/8″x 5-1/8″ | 40 | H |
| 3/8″ x 6-3/8″ | 40 | 3/8″ x 6-3/8″ | 40 | J |
| 1/2″ x 4-1/2″ | 20 | 1/2″ x 4-1/2″ | 20 | F |
| 1/2″ x 6-1/2″ | 20 | 1/2″ x 6-1/2″ | 20 | J |
| 1/2″ x 7-3/4″ | 20 | 1/2″ x 7-3/4″ | 20 | M |
| 5/8″ x 6″ | 12 | 5/8″ x 6″ | 12 | I |
| 5/8″ x 8″ | 12 | 5/8″ x 8″ | 12 | M |
| 5/8″ x 9-1/2″ | 12 | 5/8″ x 9-1/2″ | 12 | P |
| 3/4″ x 6-1/2″ | 6 | 3/4″ x 6-1/2″ | 6 | J |
| 3/4″ x 8-1/2″ | 6 | 3/4″ x 8-1/2″ | 6 | N |
| 3/4″ x 9-3/4″ | 6 | 3/4″ x 9-3/4″ | 6 | Q |
Hilti Rods are now stamped on the end to show grade of steel and overall anchor length!
Overview of the Hilti HAS standard off-the-shelf anchor rod program for Hilti chemical anchoring systems1
- HAS-V does not come with chisel point
- HAS-E, HAS-B, and HAS-R all come with chisel point
| HAS-V-36 | HAS-E-55 | HAS-B-105 | HAS-B-105 HDG Hot-dipped galvanized | HAS-R 304 Stainless Steel | HAS-R 316 Stainless Steel | ||||||
| Description | Qty | Description | Qty | Description | Qty | Description | Qty | Description | Qty | Description | Qty |
| – | – | 3/8″ x 3″ | 20 | – | – | – | – | – | – | – | – |
| 3/8″ x 4-3/8″ | 20 | 3/8″ x 4-3/8″ | 20 | – | – | – | – | – | – | – | – |
| 3/8″ x 5-1/8″ | 20 | 3/8″ x 5-1/8″ | 20 | 3/8″ x 5-1/8″ | 20 | – | – | 3/8″ x 5-1/8″ | 20 | 3/8″ x 5-1/8″ | 20 |
| 3/8″ x 8″ | 10 | 3/8″ x 8″ | 10 | – | – | – | – | 3/8″ x 8″ | 10 | 3/8″ x 8″ | 10 |
| – | – | 3/8″ x 12″ | 10 | – | – | – | – | – | – | – | – |
| – | – | 1/2″ x 3-1/8″ | 20 | – | – | – | – | – | – | – | – |
| 1/2″ x 4-1/2″ | 20 | 1/2″ x 4-1/2″ | 20 | – | – | – | – | – | – | – | – |
| 1/2″ x 6-1/2″ | 20 | 1/2″ x 6-1/2″ | 20 | 1/2″ x 6-1/2″ | 20 | – | – | 1/2″ x 6-1/2″ | 20 | 1/2″ x 6-1/2″ | 20 |
| 1/2″ x 8″ | 10 | 1/2″ x 8″ | 10 | – | – | 1/2″ x 8″ | 10 | 1/2″ x 8″ | 10 | 1/2″ x 8″ | 10 |
| – | – | 1/2″ x 10″ | 10 | – | – | – | – | 1/2″ x 10″ | 10 | 1/2″ x 11″ | 10 |
| – | – | 1/2″ x 12″ | 10 | – | – | – | – | – | – | 1/2″ x 12″ | 10 |
| 5/8″ x 6″ | 10 | 5/8″ x 6″ | 10 | – | – | – | – | – | – | – | – |
| 5/8″ x 8″ | 10 | 5/8″ x 8″ | 10 | 5/8″ x 8″ | 10 | 5/8″ x 8″ | 10 | 5/8″ x 7-5/8″ | 20 | 5/8″ x 7-5/8″ | 20 |
| 5/8″ x 10″ | 10 | 5/8″ x 9″ | 10 | – | – | – | – | 5/8″ x 10″ | 10 | 5/8″ x 9″ | 10 |
| 5/8″ x 12″ | 10 | 5/8″ x 12″ | 10 | – | – | 5/8″ x 12″ | 10 | – | – | 5/8″ x 12″ | 10 |
| – | – | 5/8″ x 17″ | 10 | – | – | – | – | – | – | – | – |
| 3/4″ x 6″ | 10 | 3/4″ x 6″ | 10 | – | – | – | – | – | – | – | – |
| 3/4″ x 8″ | 10 | 3/4″ x 8″ | 10 | – | – | – | – | – | – | – | – |
| 3/4″ x 10″ | 10 | 3/4″ x 10″ | 10 | 3/4″ x 10″ | 10 | 3/4″ x 10″ | 10 | 3/4″ x 9-5/8″ | 10 | 3/4″ x 9-5/8″ | 10 |
| – | – | 3/4″ x 11″ | 10 | – | – | – | – | – | – | 3/4″ x 10″ | 10 |
| 3/4″ x 12″ | 10 | 3/4″ x 12″ | 10 | – | – | – | – | 3/4″ x 12″ | 10 | – | – |
| – | – | 3/4″ x 14″ | 10 | 3/4″ x 14″ | 10 | 3/4″ x 14″ | 10 | 3/4″ x 14″ | 10 | – | – |
| 3/4″ x 16″ | 10 | 3/4″ x 17″ | 10 | – | – | – | – | 3/4″ x 16″ | 10 | 3/4″ x 16″ | 10 |
| – | – | 3/4″ x 19″ | 8 | – | – | 3/4″x20″ | 8 | – | – | – | – |
| – | – | 3/4″ x 21″ | 8 | – | – | – | – | – | – | – | – |
| – | – | 3/4″ x 25″ | 4 | – | – | – | – | – | – | – | – |
| – | – | 7/8″ x 10″ | 10 | – | – | 7/8″ x 10″ | 10 | 7/8″ x 10″ | 10 | 7/8″ x 10″ | 10 |
| – | – | 7/8″ x 13″ | 8 | – | – | 7/8″ x 12″ | 10 | – | – | – | – |
| – | – | – | – | – | – | 7/8″ x 16″ | 10 | – | – | 7/8″ x 16″ | 10 |
| 1″ x 12″ | 4 | 1″ x 12″ | 4 | 1″ x 12″ | 4 | – | – | 1″ x 12″ | 4 | 1″ x 12″ | 4 |
| – | – | 1″ x 14″ | 4 | 1″ x 14″ | 4 | – | – | – | – | – | – |
| – | – | 1″ x 16″ | 2 | 1″ x 16″ | 2 | 1″ x 16″ | 2 | – | – | 1″ x 16″ | 2 |
| – | – | 1″ x 20″ | 2 | 1″ x 21″ | 2 | 1″ x 21″ | 2 | – | – | 1″ x 20″ | 2 |
| – | – | 1-1/4″ x 16″ | 2 | 1-1/4″ x 16″ | 2 | 1-1/4″ x 16″ | 2 | – | – | – | – |
| – | – | 1-1/4″ x 22″ | 2 | 1-1/4″ x 23″ | 2 | – | – | – | – | – | – |
- For additional diameters and lengths see the extended anchor rod program.
EXTENDED HILTI ANCHOR ROD PROGRAM ORDERING INFORMATION
The following threaded rod ordering information is for the Hilti extended rod program according to the material specifications.
Extended rod offering
| Material | |||||||||||
| Electroplated | Hot dip galvanized | Stainless steel | |||||||||
| Min. length in. | Max. length in. | ASTM F1554 Grade 36 | ASTM F1554 Grade 55 | ASTM F1554 Grade 105 | ASTM F1554 Grade 36 | ASTM F1554 Grade 55 | ASTM F1554 Grade 105 | SS304 | SS316 | ||
| Nominal anchor diameter (in.) | 1/4 | 2 | 144 |  | | | | | |  | |
| 3/81 | 2 | 144 | | | | | | | | | |
| 1/2 | 2 | 144 | | | | | | | | | |
| 5/8 | 3 | 144 | | | | | | | | | |
| 3/4 | 4 | 144 | | | | | | | | | |
| 7/8 | 4 | 144 | | | | | | | | | |
| 1 | 5 | 144 | | | | | | | | | |
| 1-1/8 | 6 | 144 | |  | | | | | | | |
| 1-1/4 | 6 | 144 | | | | | | | | | |
| 1-1/2 | 8 | 144 | | | | | | | | | |
| 1-3/4 | 9 | 144 | | | | | | | | | |
| 2 | 11 | 144 | | | | | | | | | |
| 2-1/4 | 12 | 144 | | | | | | | | | |
| 2-1/2 | 13 | 144 | | | | | | | | | |
= typical lead time 2–4 working days plus shipping
= available but longer lead time
- 3/8-inch dia. threaded rods are not included in the ASTM F1554 standard. Hilti 3/8-inch dia. HAS-V, HAS-E, and HAS-E-B (incl. HDG) threaded rods meet the chemical composition and mechanical property requirements of ASTM F1554.
- up to following quantities: 1/4” to 3/4” > 250 pieces, 7/8” to 1-1/4” > 100 pieces, 1-1/2” to 2-1/2” > 50 pieces. For bigger quantities contact Hilti for lead time.
| Hilti threaded rods in the Hilti Extended Anchor Rod Program are stamped on the end to show the grade of steel. | |
| H V | HAS-V-36 / HAS-V-36 HDG ASTM F1554, Grade 36 |
| H E | HAS-E-55 / HAS-E-55 HDG ASTM F1554, Grade 55 |
| H B | HAS-B-105 / HAS-B-105 HDG ASTM A193, Grade B7 ASTM F1554, Grade 105 |
| SS304 | HAS-R 304SS 1/4-in. ASTM A193 Grade B8, Class 1 |
| H | 3/8-in. to 5/8-in. AISI Type 304 ASTM F593 CW1 |
| R1 | 3/4-in. to 1-in. AISI Type 304 ASTM F593 CW2 |
| 1-1/8-in. to 2-in. ASTM A193 Grade B8, Class 1 | |
| SS316 | HAS-R 316SS 1/4-in. ASTM A193 Grade B8M, Class 1 |
| H | 3/8-in. to 5/8-in. AISI Type 316 ASTM F593 CW1 |
| R2 | 3/4-in. to 1-in. AISI Type 316 ASTM F593 CW2 |
| 1-1/8-in. to 2-in. ASTM A193 Grade B8M, Class 1 | |
TWO END-CUT OPTIONS ARE AVAILABLE
Angle cut
- Not available for HAS-V-36 and HAS-V-36 HDG.
Straight, or flat cut
CONTACTS
In the US
- Hilti, Inc. (U.S.)
- 7250 Dallas Parkway, Suite 1000, Dallas, TX 75024
- Customer Service: 1-800-879-8000
- en español: 1-800-879-5000
- Fax: 1-800-879-7000
- www.hilti.com
In Canada
- Hilti (Canada) Corporation
- 2360 Meadowpine Blvd.
- Mississauga, Ontario, L5N 6S2
- Customer Service: 1-800-363-4458
- Fax: 1-800-363-4459
- www.hilti.ca
14001 US only
Hilti is an equal opportunity employer.
Hilti is a registered trademark of Hilti, Corp.
©Copyright 2018 by Hilti, Inc. (U.S.)
The data contained in this literature was current as of the date of publication. Updates and changes may be made based on later testing. If verification is needed that the data is still current, please contact the Hilti Technical Support Specialists at 1-800-879-8000. All published load values contained in this literature represent the results of testing by Hilti or test organizations. Local base materials were used. Because of variations in materials, on-site testing is necessary to determine performance at any specific site. Laser beams are represented by red lines in this publication. Printed in the United States.
