Use and Care Manual

ManualsBrandsHilti ManualsAnchors1/2 in. x 6-1/2 in. HAS-E Threaded Steel Rods (20-Piece)

Hilti Anchor Rod Specications and Technical Data

June 2018

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)

ASTM A193 (1-1/8-in to 2-in)

Tensile

sar

lb (kN)

Shear

sar

lb (kN)

Seismic

Shear

sar,eq

lb (kN)

Tensile

sar

lb (kN)

Shear

sar

lb (kN)

Seismic

Shear

sar,eq

lb (kN)

Tensile

sar

lb (kN)

Shear

sar

lb (kN)

Seismic

Shear

sar,eq

lb (kN)

Tensile

sar

lb (kN)

Shear

sar

lb (kN)

Seismic

Shear

sar,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)

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)

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 = A

se,N

uta

R as noted in CSA A23.3-14 Eq. D.2.

Shear = A

se,V

0.60 f

uta

R as noted in CSA A23.3-14 Eq. D.31.

Seismic Shear = α

V,seis

sar

: 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.

LIMIT STATES DESIGN ACCORDING TO CSA A23.3-14

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)

HIT-Z-R

(HIT-HY 200 only) Stainless Steel

Tensile

sar

lb (kN)

Shear

sar

lb (kN)

Seismic Shear

sar,eq

lb (kN)

Tensile

sar

lb (kN)

Shear

sar

lb (kN)

Seismic Shear

sar,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 = A

se,N

uta

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 V

sar

≤ A

se,V

0.60 f

uta

R as noted in CSA A23.3-14 Eq. D.31.

Seismic Shear = α

V,seis

sar

: 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.