Use and Care Manual

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

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 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)

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

Tensile

ΦN

lb (kN)

Shear

ΦV

lb (kN)

Seismic

Shear

ΦV

sa,eq

lb (kN)

Tensile

ΦN

lb (kN)

Shear

ΦV

lb (kN)

Seismic

Shear

ΦV

sa,eq

lb (kN)

Tensile

ΦN

lb (kN)

Shear

ΦV

lb (kN)

Seismic

Shear

ΦV

sa,eq

lb (kN)

Tensile

ΦN

lb (kN)

Shear

ΦV

lb (kN)

Seismic

Shear

ΦV

sa,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)

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)

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 = ΦA

se,N

uta

as noted in ACI 318-14 17.4.1.2

Shear = Φ 0.60 A

se,V

uta

as noted in ACI 318-14 17.5.1.2b.

Seismic Shear = α

V,seis

ΦV

: 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.

STRENGTH DESIGN ACCORDING TO ACI 318

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)

HIT-Z-R

(HIT-HY 200 only) Stainless Steel

Tensile

ΦN

lb (kN)

Shear

ΦV

lb (kN)

Seismic Shear

ΦV

sa,eq

lb (kN)

Tensile

ΦN

lb (kN)

Shear

ΦV

lb (kN)

Seismic Shear

ΦV

sa,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 = ΦA

se,N

uta

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 ΦV

≤ Φ 0.60 A

se,V

uta

as noted in ACI 318-14 17.5.1.2b.

Seismic Shear = α

V,seis

ΦV

: 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.