The following excerpt are pages from the North American Product Technical Guide, Volume 2: Anchor Fastening, Edition 22. Please refer to the publication in its entirety for complete details on this product including data development, product specifications, general suitability, installation, corrosion and spacing and edge distance guidelines. US&CA: https://submittals.us.hilti.
3.2.
$QFKRU )DVWHQLQJ 7HFKQLFDO *XLGH (GLWLRQ MATERIAL SPECIFICATIONS For material specifications for anchor rods and inserts, please refer to section 3.2.8. 3.2.2 DESIGN DATA IN CONCRETE PER ACI 318 ACI 318 Chapter 17 design The load values contained in this section are Hilti Simplified Design Tables. The load tables in this section were developed using the Strength Design parameters and variables of ESR-4868 and the equations within ACI 318 Chapter 17.
Table 2 — Hilti HIT-Z and HIT-Z-R anchor rod length and thread dimension ɏ Anchor length ɏhelix Helix length Smooth shank length Total thread length Usable thread length in. (mm) in. (mm) in. (mm) in. (mm) in.
$QFKRU )DVWHQLQJ 7HFKQLFDO *XLGH (GLWLRQ Table 3 — Hilti HIT-HY 200 A/R V3 design strength with concrete/pullout failure for Hilti HIT-Z(-R) rods in uncracked concrete1,2,3,4,5,6,7,8,9,10 Nominal anchor diameter in. 3/8 1/2 5/8 3/4 4IFBS ȱ NJ7n 5FOTJPO ȱ NJ/n Effective embed. in. (mm) 2-3/8 (60) 3-3/8 (86) 4-1/2 (114) 2-3/4 (70) 4-1/2 (114) 6 (152) 3-3/4 (95) 5-5/8 (143) 7-1/2 (191) 4 (102) 6-3/4 (171) 8-1/2 (216) ŁՒc = 2,500 psi (17.2 MPa) lb (kN) 2,855 (12.7) 4,835 (21.5) 5,170 (23.0) 3,555 (15.
Table 5 — Steel design strength for Hilti HIT-Z and HIT-Z-R rods 1,2 ACI 318 Chapter 17 Based Design HIT-Z carbon steel rod Nominal anchor diameter in. 3/8 1/2 5/8 3/4 1 2 Tensile Ƨ/sa lb (kN) 4,750 (21.1) 8,695 (38.7) 13,850 (61.6) 20,455 (91.0) 3 Shear Ƨ7sa lb (kN) 1,930 (8.6) 3,530 (15.7) 5,625 (25.0) 8,310 (37.0) 4 HIT-Z-R stainless steel rod Seismic Shear Ƨ7sa,eq lb (kN) 1,255 (5.6) 2,295 (10.2) 3,655 (16.3) 5,400 (24.0) 5 Tensile Ƨ/sa lb (kN) 4,750 (21.1) 8,695 (38.7) 13,850 (61.
$QFKRU )DVWHQLQJ 7HFKQLFDO *XLGH (GLWLRQ For a specific edge distance, the permitted spacing is calculated as follows: Anchors not permitted in shaded area Case 2 spacing s Figure 6 Cmin,2 (smin,1 – smin,2) T ɻ Tmin,2 + ____________ (c – cmin,2) (cmin,1 – cmin,2) 3.2.2 sdesign smin BU D ɻ Cmin,1 Case 1 ca NJO BU T ɻ Smin,2 Smin,1 Concrete Edge cdesign edge distance c Table 6 — Minimum edge distance, spacing, and concrete thickness for 3/8-in.
Table 8 — Minimum edge distance, spacing, and concrete thickness for 5/8-in. diameter Hilti HIT-Z and HIT-Z-R rods1 Nominal anchor diameter d Effective embedment hef Drilled hole condition - Cracked concrete Uncracked concrete Minimum concrete thickness h Minimum edge and spacing Case 1 c min,1 Minimum edge and spacing Case 2 c min,2 Minimum edge and spacing Case 1 c min,1 Minimum edge and spacing Case 2 c min,2 s min,1 s min,2 s min,1 s min,2 in. 5/8 in.
$QFKRU )DVWHQLQJ 7HFKQLFDO *XLGH (GLWLRQ Table 10 — Load adjustment factors for 3/8-in. diameter Hilti HIT-Z and HIT-Z-R rods in uncracked concrete 1,2 Edge distance in shear 3/8-in. HIT-Z(-R) uncracked concrete Embedment hef Spacing (s) / Edge distance (ca) / Concrete thickness (h), - in. (mm) 1-7/8 2 2-1/4 3 4 4-5/8 5 5-3/4 6 7 8 9 10 11 12 14 16 18 24 30 36 > 48 Spacing factor in tension ƒAN in. 2-3/8 (mm) (60) (48) 0.63 (51) 0.64 (57) 0.66 (76) 0.71 (102) 0.78 (117) 0.82 (127) 0.85 (146) 0.
Table 12 — Load adjustment factors for 1/2-in. diameter Hilti HIT-Z and HIT-Z-R rods in uncracked concrete 1,2 Edge distance in shear 1/2-in. HIT-Z(-R) uncracked concrete Embedment hef Spacing (s) / Edge distance (ca) / Concrete thickness (h), - in. (mm) 2-1/2 2-7/8 3 3-1/2 4 4-1/2 5 5-1/2 6 7 7-1/4 8 9 10 11 12 14 16 18 24 30 36 > 48 Spacing factor in tension ƒAN in. 2-3/4 (mm) (70) (64) 0.65 (73) 0.67 (76) 0.68 (89) 0.71 (102) 0.74 (114) 0.77 (127) 0.80 (140) 0.83 (152) 0.86 (178) 0.92 (184) 0.
$QFKRU )DVWHQLQJ 7HFKQLFDO *XLGH (GLWLRQ Table 14 — Load adjustment factors for 5/8-in. diameter Hilti HIT-Z and HIT-Z-R rods in uncracked concrete 1,2 Edge distance in shear 5/8-in. HIT-Z(-R) uncracked concrete Embedment hef Spacing (s) / Edge distance (ca) / Concrete thickness (h), - in. (mm) 3-1/8 3-1/4 3-3/4 4 5 5-1/2 6 7 7-3/8 8 9 9-1/4 10 11 12 14 16 18 24 30 36 > 48 Spacing factor in tension ƒAN in. 3-3/4 (mm) (95) (79) 0.64 (83) 0.64 (95) 0.67 (102) 0.68 (127) 0.72 (140) 0.74 (152) 0.
Table 16 — Load adjustment factors for 3/4-in. diameter Hilti HIT-Z and HIT-Z-R rods in uncracked concrete 1,2 Edge distance in shear 3/4-in. HIT-Z(-R) uncracked concrete Embedment hef Spacing (s) / Edge distance (ca) / Concrete thickness (h), - in. (mm) 3-3/4 4 4-1/8 4-1/4 5 5-3/4 6 7 8 8-1/2 9 10 10-1/4 11 12 14 16 18 24 30 36 > 48 in.
$QFKRU )DVWHQLQJ 7HFKQLFDO *XLGH (GLWLRQ Hilti HIT-HY 200 A/R V3 adhesive with deformed reinforcing bars (rebar) 3.2.
Table 19 — Hilti HIT-HY 200 A/R V3 adhesive design strength with concrete / bond failure for rebar in uncracked concrete 1,2,3,4,5,6,7,8,9 4IFBS ȱ Ƨ7n 5FOTJPO ȱ Ƨ/n Rebar size #3 #4 #5 #6 #7 #8 #9 #10 1 2 3 4 5 7 9 Effective embedment in.
$QFKRU )DVWHQLQJ 7HFKQLFDO *XLGH (GLWLRQ Table 20 — Hilti HIT-HY 200 A/R V3 adhesive design strength with concrete / bond failure for rebar in cracked concrete1,2,3,4,5,6,7,8,9 4IFBS ȱ Ƨ7n 5FOTJPO ȱ Ƨ/n Rebar size #3 #4 #5 #6 #7 #8 #9 #10 Effective embedment in.
Table 21 — Steel design strength for US rebar1,2 ASTM A615 Grade 40 4 Rebar size #3 #4 #5 #6 #7 #8 #9 #10 ASTM A615 Grade 60 4 Tensile3 Ƨ/sa lb (kN) Shear4 Ƨ7sa lb (kN) Seismic Shear Ƨ7sa,eq lb (kN) 4,290 (19.1) 7,800 (34.7) 12,090 (53.8) 17,160 (76.3) 23,400 (104.1) 30,810 (137.0) 39,000 (173.5) 49,530 (220.3) 2,375 (10.6) 4,320 (19.2) 6,695 (29.8) 9,505 (42.3) 12,960 (57.6) 17,065 (75.9) 21,600 (96.1) 27,430 (122.0) 1,665 (7.4) 3,025 (13.4) 4,685 (20.9) 6,655 (29.6) 9,070 (40.3) 11,945 (53.
$QFKRU )DVWHQLQJ 7HFKQLFDO *XLGH (GLWLRQ Table 22 — Load adjustment factors for #3 rebar in uncracked concrete1,2,3 Edge distance in shear #3 Rebar uncracked concrete Spacing (s) / Edge distance (ca) / Concrete thickness (h), - in. (mm) Embedment hef 1-3/4 1-7/8 2 3 4 4-5/8 5 5-3/4 6 7 8 8-3/4 9 10 11 12 14 16 18 24 30 36 > 48 in.
Table 24 — Load adjustment factors for #4 rebar in uncracked concrete1,2,3 Edge distance in shear #4 Rebar uncracked concrete in. (mm) 1-3/4 (44) 2-1/2 (64) 3 (76) 4 (102) 5 (127) 5-3/4 (146) 6 (152) 7 (178) 7-1/4 (184) 8 (203) 9 (229) 10 (254) 11-1/4 (286) 12 (305) 14 (356) 16 (406) 18 (457) 20 (508) 22 (559) 24 (610) 30 (762) 36 (914) >48 (1219) Spacing (s) / Edge distance (ca) / Concrete thickness (h), - in. (mm) Embedment hef Spacing factor in tension ƒAN 4-1/2 (114) n/a 0.59 0.61 0.65 0.69 0.71 0.
$QFKRU )DVWHQLQJ 7HFKQLFDO *XLGH (GLWLRQ Table 26 — Load adjustment factors for #5 rebar in uncracked concrete1,2,3 Edge distance in shear #5 Rebar uncracked Concrete Spacing (s) / Edge distance (ca) / Concrete thickness (h), - in. (mm) Embedment hef 1-3/4 3-1/8 4 5 6 7 7-1/8 8 9 10 11 12 14 16 18 20 22 24 26 28 30 36 > 48 in.
Table 28 — Load adjustment factors for #6 rebar in uncracked concrete1,2,3 Edge distance in shear #6 Rebar uncracked concrete in. (mm) 1-3/4 (44) 3-3/4 (95) 4 (102) 5 (127) 6 (152) 7 (178) 8 (203) 8-1/2 (216) 9 (229) 10 (254) 10-3/4 (273) 12 (305) 14 (356) 16 (406) 16-3/4 (425) 18 (457) 20 (508) 22 (559) 24 (610) 26 (660) 28 (711) 30 (762) 36 (914) > 48 (1219) Spacing (s) / Edge distance (ca) / Concrete thickness (h), - in. (mm) Embedment hef Spacing factor in tension ƒAN 6-3/4 (171) n/a 0.59 0.60 0.
$QFKRU )DVWHQLQJ 7HFKQLFDO *XLGH (GLWLRQ Table 30 — Load adjustment factors for #7 rebar in uncracked concrete1,2,3 Edge distance in shear #7 Rebar uncracked concrete in. (mm) 1-3/4 (44) 4-3/8 (111) 5 (127) 6 (152) 7 (178) 8 (203) 9 (229) 9-7/8 (251) 10 (254) 11 (279) 12 (305) 12-1/2 (318) 14 (356) 16 (406) 18 (457) 19-1/2 (495) 20 (508) 22 (559) 24 (610) 26 (660) 28 (711) 30 (762) 36 (914) > 48 (1219) Spacing (s) / Edge distance (ca) / Concrete thickness (h), - in.
Table 32 — Load adjustment factors for #8 rebar in uncracked concrete1,2,3 Edge distance in shear #8 Rebar uncracked concrete in. (mm) 1-3/4 (44) 5 (127) 6 (152) 7 (178) 8 (203) 9 (229) 10 (254) 11 (279) 11-1/4 (286) 12 (305) 13 (330) 14 (356) 14-1/4 (362) 16 (406) 18 (457) 20 (508) 22 (559) 22-1/4 (565) 24 (610) 26 (660) 28 (711) 30 (762) 36 (914) > 48 (1219) Spacing (s) / Edge distance (ca) / Concrete thickness (h), - in. (mm) Embedment hef Spacing factor in tension ƒAN 9 (229) n/a 0.59 0.61 0.63 0.
$QFKRU )DVWHQLQJ 7HFKQLFDO *XLGH (GLWLRQ Table 34 — Load adjustment factors for #9 rebar in uncracked concrete1,2,3 Edge distance in shear #9 Rebar uncracked concrete Spacing factor in tension ƒAN Edge distance factor in tension ƒRN Spacing factor in shear4 ƒAV ʍ Toward edge ƒRV ׆5P BOE BXBZ from edge ƒRV Concrete thickness factor in shear5 ƒHV in.
Table 36 — Load adjustment factors for #10 rebar in uncracked concrete 1,2,3 Edge distance in shear #10 Rebar uncracked concrete Spacing factor in tension ƒAN in. 11-1/4 (mm) (286) 1-3/4 (44) n/a 6-1/4 (159) 0.59 7 (178) 0.60 8 (203) 0.62 9 (229) 0.63 10 (254) 0.65 11 (279) 0.66 12 (305) 0.68 13 (330) 0.69 14 (356) 0.71 14-1/4 (362) 0.71 15 (381) 0.72 16 (406) 0.74 17 (432) 0.75 18 (457) 0.77 20 (508) 0.80 22 (559) 0.83 24 (610) 0.86 26 (660) 0.89 28 (711) 0.91 30 (762) 0.94 36 (914) 1.
$QFKRU )DVWHQLQJ 7HFKQLFDO *XLGH (GLWLRQ HIT-HY 200 V3 Adhesive with HAS Threaded Rod 3.2.
Table 39 — Hilti HIT-HY 200 V3 adhesive design strength with concrete / bond failure for threaded rod in uncracked concrete 1,2,3,4,5,6,7,8,9 Nominal anchor diameter in. 3/8 1/2 5/8 3/4 7/8 1 1-1/4 1 2 3 4 5 7 9 4IFBS ȱ NJ7n 5FOTJPO ȱ NJ/n Effective embedment in.
$QFKRU )DVWHQLQJ 7HFKQLFDO *XLGH (GLWLRQ Table 40 — Hilti HIT-HY 200 V3 adhesive design strength with concrete / bond failure for threaded rod in cracked concrete 1,2,3,4,5,6,7,8,9 Nominal anchor diameter in. 3/8 1/2 5/8 3/4 7/8 1 1-1/4 1 2 3 4 5 7 9 4IFBS ȱ NJ7n 5FOTJPO ȱ NJ/n Effective embedment in.
Table 41 — Steel design strength for Hilti HAS threaded rods for use with ACI 318 Chapter 17 HAS-V-36 / HAS-V-36 HDG ASTM F1554 Gr. 364,6 Nominal anchor diameter in. 3/8 1/2 5/8 3/4 7/8 1 1-1/4 4 5 6 HAS-E-55 / HAS-E-55 HDG ASTM F1554 Gr. 554,6 HAS-B-105 and HAS-B-105 HDG ASTM A193 B7 and ASTM F 1554 Gr.
$QFKRU )DVWHQLQJ 7HFKQLFDO *XLGH (GLWLRQ Table 42 — Load adjustment factors for 3/8-in. diameter threaded rods in uncracked concrete1,2,3 Edge distance in shear 3/8-in. Concrete thickness Spacing factor in tension in tension Spacing factor in shear4 ʍ Toward edge ׆5P BOE BXBZ uncracked from edge factor in shear5 concrete ƒAN ƒRN ƒAV ƒRV ƒRV ƒHV threaded rods Spacing (s) / Edge distance (ca) / Concrete thickness (h), - in. (mm) Embedment in.
Table 44 — Load adjustment factors for 1/2-in. diameter threaded rods in uncracked concrete1,2,3 Edge distance in shear 1/2-in. threaded rods uncracked Spacing factor in tension in tension Spacing factor in shear4 ʍ Toward edge concrete ƒAN ƒRN ƒAV ƒRV Embedment hef Spacing (s) / Edge distance (ca) / Concrete thickness (h), - in. (mm) Edge distance factor 1-3/4 2-1/2 3 4 5 5-3/4 6 7 7-1/4 8 9 10 11-1/4 12 14 16 18 20 22 24 30 36 >48 in.
$QFKRU )DVWHQLQJ 7HFKQLFDO *XLGH (GLWLRQ Table 46 — Load adjustment factors for 5/8-in. diameter threaded rods in uncracked concrete1,2,3 5/8-in. threaded rods uncracked concrete Spacing (s) / Edge distance (ca) / Concrete thickness (h), - in. (mm) Embedment in.
Table 48 — Load adjustment factors for 3/4-in. diameter threaded rods in uncracked concrete1,2,3 3/4-in. threaded rods uncracked concrete Spacing (s) / Edge distance (ca) / Concrete thickness (h), - in. (mm) Embedment in.
$QFKRU )DVWHQLQJ 7HFKQLFDO *XLGH (GLWLRQ Table 50 — Load adjustment factors for 7/8-in. diameter threaded rods in uncracked concrete1,2,3 7/8-in. threaded rods uncracked concrete Spacing (s) / Edge distance (ca) / Concrete thickness (h), - in. (mm) Embedment in.
Table 52 — Load adjustment factors for 1-in. diameter threaded rods in uncracked concrete1,2,3 1-in. threaded rods uncracked concrete Spacing (s) / Edge distance (ca) / Concrete thickness (h), - in. (mm) Embedment in.
$QFKRU )DVWHQLQJ 7HFKQLFDO *XLGH (GLWLRQ Table 54 — Load adjustment factors for 1-1/4-in. diameter threaded rods in uncracked concrete1,2,3 1-1/4-in. threaded rods uncracked concrete Spacing (s) / Edge distance (ca) / Concrete thickness (h), - in. (mm) Embedment in.
HIT-HY 200 V3 with HIS-N Inserts Uncracked concrete Dry concrete Cracked concrete Water saturated concrete Hammer drilling with carbide tipped drill bit Permissible Drilling Method Permissible concrete conditions Figure 12 — Hilti HIS-N and HIS-RN internally threaded insert installation conditions Hilti TE-CD or TE-YD Hollow Drill Bit Table 56 — Hilti HIS-N and HIS-RN specifications Setting information Symbol Outside diameter of insert Nominal bit diameter do Effective embedment hef Thread e
$QFKRU )DVWHQLQJ 7HFKQLFDO *XLGH (GLWLRQ Table 57 — Hilti HIT-HY 200 V3 adhesive design strength with concrete / bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete 1,2,3,4,5,6,7,8,9 4IFBS ȱ NJ7n 5FOTJPO ȱ NJ/n Thread size 3/8-16 UNC 1/2-13 UNC 5/8-11 UNC 3/4-10 UNC Effective embedment in.
Table 60 — Load adjustment Factors for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete1,2,3 HIS-N and HIS-RN all diameters uncracked concrete Thread Size Embedment hef Spacing (s) / Edge distanc (ca) / Concrete thickness (h), - in.
$QFKRU )DVWHQLQJ 7HFKQLFDO *XLGH (GLWLRQ DESIGN DATA IN CONCRETE PER CSA A23. CSA A23.3 Annex D design Limit State Design of anchors is described in the provisions of CSA A23.3 Annex D for post-installed anchors tested and assessed in accordance with ACI 355.2 for mechanical anchors and ACI 355.4 for adhesive anchors. This section contains the Limit State Design tables with unfactored characteristic loads that are based on the published loads in ICC Evaluation Services ESR-4868 and ELC-4868.
HIT-HY 200 A/R V3 Adhesive with Hilti HIT-Z anchor rods Table 63 — Hilti HIT-HY 200 A/R V3 design information with Hilti HIT-Z and HIT-R-Z anchor rods in hammer drilled holes or diamond core drilled holes in accordance with CSA A23.31 Design parameter Symbol Units Nominal rod diameter (in.) Ref 3/8 1/2 5/8 3/4 Nominal anchor diameter da mm 9.5 12.7 15.9 19.
$QFKRU )DVWHQLQJ 7HFKQLFDO *XLGH (GLWLRQ Table 64 — Hilti HIT-HY 200 A/R V3 adhesive factored resistance with concrete/pullout failure for Hilti HIT-Z and HIT-Z-R anchor rods in uncracked concrete1,2,3,4,5,6,7,8, 9,10 Nominal anchor diameter in. 3/8 1/2 5/8 3/4 Shear - Vr Tension - Nr Effective embedment in.
HIT-HY 200 A/R V3 Adhesive with Deformed Reinforcing Bars (Rebar) Table 66 — Steel factored resistance for CA rebar1 CSA-G30.18 Grade 4002 Rebar size Tensile Nsar3 lb (kN) Shear Vsar4 lb (kN) Seismic shear Vsar,eq5 lb (kN) 7,245 4,035 2,825 (32.2) (17.9) (12.6) 14,525 8,090 5,665 10M 15M 20M 25M 30M 1 2 3 4 (64.6) (36.0) (25.2) 21,570 12,020 8,415 (95.9) (53.5) (37.4) 36,025 20,070 14,050 (160.2) (89.3) (62.5) 50,715 28,255 19,780 (225.6) (125.7) (88.0) See section 3.
$QFKRU )DVWHQLQJ 7HFKQLFDO *XLGH (GLWLRQ Table 68 — Hilti HIT-HY 200 A/R V3 adhesive design information with CA rebar in hammer drilled holes in accordance with CSA A23.
Table 69 — Hilti HIT-HY 200 A/R V3 adhesive factored resistance with concrete/bond failure for CA rebar in uncracked concrete1,2,3,4,5,6,7,8,9 Shear - Vr Tension - Nr Rebar size 10M 15M 20M 25M 30M 1 2 3 4 5 6 7 8 9 Effective embedment in.
$QFKRU )DVWHQLQJ 7HFKQLFDO *XLGH (GLWLRQ Table 70 — Hilti HIT-HY 200 A/R V3 adhesive factored resistance with concrete/bond failure for CA rebar in cracked concrete1,2,3,4,5,6,7,8,9 Shear - Vr Tension - Nr Rebar size 10M 15M 20M 25M 30M 1 2 3 4 5 6 7 8 9 Effective embedment in.
Table 71 — Load adjustment factors for 10M rebar in uncracked concrete1,2,3 Edge distance in shear 10M Rebar uncracked concrete Spacing factor in tension ƒAN Spacing (s) / edge distance (ca) / concrete thickness (h), - in. (mm) Embedment hef 4-1/2 7-1/16 8-7/8 in. (mm) (115) (180) (226) 1-3/4 (44) n/a n/a n/a 2-3/16 (55) 0.58 0.55 0.54 3 (76) 0.61 0.57 0.56 4 (102) 0.65 0.59 0.57 5 (127) 0.68 0.62 0.59 5-11/16 (145) 0.71 0.63 0.61 6 (152) 0.72 0.64 0.61 7 (178) 0.76 0.66 0.63 8 (203) 0.79 0.69 0.
$QFKRU )DVWHQLQJ 7HFKQLFDO *XLGH (GLWLRQ Table 73 — Load adjustment factors for 15M rebar in uncracked concrete1,2,3 Edge distance in shear 15M Rebar uncracked concrete Spacing (s) / edge distance (ca) / concrete thickness (h), - in. (mm) Embedment hef in.
Table 75 — Load adjustment factors for 20M rebar in uncracked concrete1,2,3 Edge distance in shear 20M Rebar uncracked concrete Spacing factor in tension ƒAN Spacing (s) / edge distance (ca) / concrete thickness (h), - in. (mm) Embedment hef 7-7/8 in. (mm) (200) 1-3/4 (44) n/a 3-7/8 (98) 0.58 4 (102) 0.58 5 (127) 0.61 6 (152) 0.63 7 (178) 0.65 8 (203) 0.67 9 (229) 0.69 10 (254) 0.71 11 (279) 0.73 12 (305) 0.75 14 (356) 0.80 16 (406) 0.84 18 (457) 0.88 20 (508) 0.92 22 (559) 0.97 24 (610) 1.
$QFKRU )DVWHQLQJ 7HFKQLFDO *XLGH (GLWLRQ Table 77 — Load adjustment factors for 25M rebar in uncracked concrete1,2,3 Edge distance in shear 25M Rebar uncracked concrete Spacing factor in tension ƒAN Spacing (s) / edge distance (ca) / concrete thickness (h), - in. (mm) 9-1/16 15-15/16 19-13/16 Embedment hef (405) (504) in. (mm) (230) 1-3/4 (44) n/a n/a n/a 5 (127) 0.59 0.55 0.54 6 (152) 0.61 0.56 0.55 7 (178) 0.63 0.57 0.56 8 (203) 0.65 0.58 0.57 9 (229) 0.67 0.59 0.58 10 (254) 0.68 0.60 0.
Table 79 — Load adjustment factors for 30M rebar in uncracked concrete1,2,3 Edge distance in shear 30M Rebar uncracked concrete Spacing factor in tension ƒAN Spacing (s) / edge distance (ca) / concrete thickness (h), - in. (mm) 10-1/4 17-15/16 23-9/16 Embedment hef (455) (598) in. (mm) (260) 1-3/4 (44) n/a n/a n/a 5-7/8 (150) 0.60 0.55 0.54 6 (152) 0.60 0.56 0.54 7 (178) 0.61 0.57 0.55 8 (203) 0.63 0.57 0.56 9 (229) 0.65 0.58 0.56 10 (254) 0.66 0.59 0.57 11 (279) 0.68 0.60 0.58 12 (305) 0.70 0.61 0.
$QFKRU )DVWHQLQJ 7HFKQLFDO *XLGH (GLWLRQ HIT-HY 200 A/R V3 Adhesive with Hilti HAS Threaded Rod 3.2.2 Table 81 — Steel factored resistance for Hilti HAS threaded rods for use with CSA A23.3 Annex D HAS-V-36 / HAS-V-36 HDG ASTM F1554 Gr.364,6 Nominal anchor diameter in. 3/8 1/2 5/8 3/4 7/8 1 1-1/4 1 2 4 5 6 HAS-E-55 / HAS-E-55 HDG ASTM F1554 Gr. 554,6 HAS-B-105 / HAS-B-105 HDG ASTM A193 B7 and ASTM F 1554 Gr.
Table 82 — Hilti HIT-HY 200 V3 design information with Hilti HAS threaded rods in hammer drilled holes in accordance with CSA A23.3 Annex D1 Design parameter Symbol Units Nominal rod diameter (in.) Ref 3/8 1/2 5/8 3/4 7/8 1 1-1/4 31.8 da mm 9.5 12.7 15.9 19.1 22.2 25.
$QFKRU )DVWHQLQJ 7HFKQLFDO *XLGH (GLWLRQ Table 83 — Hilti HIT-HY 200 A/R V3 adhesive factored resistance with concrete/bond failure for threaded rod in uncracked concrete1,2,3,4,5,6,7,8,9 Nominal anchor diameter in. 3/8 1/2 5/8 3/4 7/8 1 1-1/4 1 2 3 4 5 6 7 8 9 Shear - Vr Tension - Nr Effective embedment in.
Table 84 — Hilti HIT-HY 200 A/R V3 adhesive factored resistance with concrete / bond failure for threaded rod in cracked concrete1,2,3,4,5,6,7,8,9 Nominal anchor diameter in. 3/8 1/2 5/8 3/4 7/8 1 1-1/4 1 2 3 4 5 6 7 8 9 Shear - Vr Tension - Nr Effective embedment in.
$QFKRU )DVWHQLQJ 7HFKQLFDO *XLGH (GLWLRQ HIT-HY 200 A/R V3 Adhesive with Hilti HIS-N and HIS-RN internally threaded inserts 3.2.2 Table 85 — Steel factored resistance for steel bolt/cap screw for Hilti HIS-N and HIS-RN internally threaded inserts1,2,3 ASTM A193 B7 Thread size Shear5 Vsar lb (kN) Seismic Shear6 Vsar,eq lb (kN) Tensile4 Nsar lb (kN) Shear5 Vsar lb (kN) Seismic Shear6 Vsar,eq lb (kN) 5,765 (25.6) 9,635 (42.9) 16,020 (71.3) 16,280 (72.4) 3,215 (14.3) 5,880 (26.2) 9,365 (41.
Table 87 — Hilti HIT-HY 200 A/R V3 adhesive factored resistance with concrete/bond failure for Hilti HIS-N and HIS-RN internally threaded inserts in uncracked concrete1,2,3,4,5,6,7,8,9 Shear - Vr Tension - Nr Thread size 3/8-16 UNC 1/2-13 UNC 5/8-11 UNC 3/4-10 UNC Effective embedment in.
$QFKRU )DVWHQLQJ 7HFKQLFDO *XLGH (GLWLRQ POST-INSTALLED REBAR DESIGN IN CONCRETE PER ACI 318 3.2.2 Development and splicing of post-installed reinforcement Calculations for post-installed rebar for typical development lengths may be done according to ACI 318 Chapter 25 (formerly ACI 318-11 Chapter 12) and CSA A23.3 Chapter 12 for adhesive anchors tested and approved in accordance with AC 308. This section contains tables for the data provided in ICC Evaluation Services ESR-4868. Refer to section 3.1.
Table 90 — Suggested embedment, edge distance, and spacing (see figure below) to develop 125% of fy in Grade 60 bars based on ACI 318 Chapter 17 - SDC A and B only1,2,3,4,5,6,7 Rebar size Effective embed. hef in. ƒ'c = 2,500 psi ƒ'c = 3,000 psi ƒ'c = 4,000 psi ƒ'c = 6,000 psi Minimum edge dist ca,min in. Minimum edge dist ca,min in. Minimum edge dist ca,min in. Minimum edge dist ca,min in. Cond. I Cond. II Min. Effective spacing embed. hef smin in. in. Cond. I Cond. II Min.
$QFKRU )DVWHQLQJ 7HFKQLFDO *XLGH (GLWLRQ Table 91 — Suggested embedment and edge distance (see figure below) based on ACI 318 Chapter 17 to develop 125% of fy in Grade 60 wall/column starter bars in a linear array with bar spacing = 24 inches - SDC A and B only1,2,3,4,5,6 ƒ'c = 2,500 psi Rebar size Linear spacing s in. Effective embed. hef in. ƒ'c = 3,000 psi Minimum edge dist ca,min in. Cond. I Cond. II ƒ'c = 4,000 psi Minimum edge dist ca,min in. Effective embed. hef in. Cond. I Cond.
Table 92 — Suggested embedment and edge distance (see figure below) based on ACI 318 Chapter 17 to develop 125% of fy in Grade 60 wall/column starter bars in a linear array with bar spacing = 18 inches - SDC A and B only1,2,3,4,5,6 ƒ'c = 2,500 psi Rebar size ƒ'c = 4,000 psi Minimum edge dist ca,min in. ƒ'c = 6,000 psi Minimum edge dist ca,min in. Minimum edge dist ca,min in. Linear spacing s in. Effective embed. hef in.
$QFKRU )DVWHQLQJ 7HFKQLFDO *XLGH (GLWLRQ Table 93 — Suggested embedment and edge distance (see figure below) based on ACI 318 Chapter 17 to develop 125% of fy in Grade 60 wall/column starter bars in a linear array with bar spacing = 12 inches - SDC A and B only1,2,3,4,5,6 ƒ'c = 2,500 psi Rebar size Linear spacing s in. #3 12 #4 ƒ'c = 3,000 psi Minimum edge dist ca,min in. ƒ'c = 4,000 psi Minimum edge dist ca,min in. ƒ'c = 6,000 psi Minimum edge dist ca,min in. Minimum edge dist ca,min in.
Table 94 — Calculated tension development and splice lengths for Canadian 400 MPa bars in walls, slabs, columns, and footings per CSA A23.3 for Hilti HIT-HY 200 A/R V3 — non-seismic design only3,4,5,6,7,8 ƒ'c = 20 MPa 10M 15M 20M HIT-HY 200-R V3 Rebar size HIT-HY 200-A V3 System ࣶ ࣶ ࣶ ࣶ ࣶ ࣶ ࣶ ࣶ 25M ʴ 30M ʴ dcs + K tr 2.
$QFKRU )DVWHQLQJ 7HFKQLFDO *XLGH (GLWLRQ Table 95 — Suggested embedment, edge distance, and spacing (see figure below) to develop 125% of fy in Canadian 400 MPa bars based on CSA A23.3 Annex D — non-seismic design only1,2,3,4,5,6,7 ƒ'c = 20 MPa ƒ'c = 25 MPa ƒ'c = 30 MPa ƒ'c = 40 MPa Minimum edge dist ca,min mm Minimum edge dist ca,min mm Minimum edge dist ca,min mm Minimum edge dist ca,min mm Min. Effective spacing embed. hef smin mm mm Rebar size Effective embed. hef mm Cond. I Cond.
Table 96 — Suggested embedment and edge distance (see figure below) based on CSA A23.3 Annex D to develop 125% of fy in Canadian 400 MPa wall/column starter bars in a linear array with bar spacing = 600 millimeters - non-seismic design only1,2,3,4,5,6 ƒ'c = 20 MPa Linear spacing s mm Rebar size 10M 15M 600 20M Effective embed. hef mm ƒ'c = 25 MPa Minimum edge dist ca,min mm Cond. I Cond. II Effective embed. hef mm ƒ'c = 30 MPa Minimum edge dist ca,min mm Cond. I Cond. II Effective embed.
$QFKRU )DVWHQLQJ 7HFKQLFDO *XLGH (GLWLRQ Table 97 — Suggested embedment and edge distance (see figure below) based on CSA A23.3 Annex D to develop 125% of fy in Canadian 400 MPa wall/column starter bars in a linear array with bar spacing = 450 millimeters - non-seismic design only1,2,3,4,5,6 ƒ'c = 20 MPa Rebar size 10M 15M Linear spacing s mm 450 Effective embed. hef mm ƒ'c = 25 MPa Minimum edge dist ca,min mm Cond. I Cond. II ƒ'c = 30 MPa Minimum edge dist ca,min mm Effective embed.
Table 98 — Suggested embedment and edge distance (see figure below) based on CSA A23.3 Annex D to develop 125% of fy in Canadian 400 MPa wall/column starter bars in a linear array with bar spacing = 300 millimeters - non-seismic design only1,2,3,4,5,6 ƒ'c = 20 MPa ƒ'c = 25 MPa Minimum edge dist ca,min mm Rebar size Linear spacing s mm Effective embed. hef mm Cond. I 10M 300 240 610 ƒ'c = 30 MPa Minimum edge dist ca,min mm Cond. II Effective embed. hef mm Cond.
$QFKRU )DVWHQLQJ 7HFKQLFDO *XLGH (GLWLRQ DESIGN DATA IN MASONRY Hilti HIT-HY 200 A/R V3 adhesive in grout-filled CMU with Hilti HAS threaded rod , Deformed Reinforcing Bar (Rebar), and Hilti HIT-Z(-R) anchor rods 3.2.
Table 101 — Hilti HIT-HY 200 A/R V3 allowable adhesive bond loads for threaded rods and reinforcing bars in the top of grout-filled concrete masonry walls1,2,3,4,5,6,7 Shear load lb (kN)9 Nominal anchor diameter or rebar size 1/2" 5/8" #4 #5 1 2 3 4 5 6 7 8 9 Effective embedment in. (mm) Edge distance in. (mm)8 Tension lb (kN) Load parallel to edge of masonry wall Load perpendicular to edge of masonry wall 1 3/4 685 775 285 4 -1/2 (44) (3.0) (3.4) (1.
$QFKRU )DVWHQLQJ 7HFKQLFDO *XLGH (GLWLRQ Table 102 — Hilti HIT-HY 200 A/R V3 allowable tension and shear values for threaded rods based on steel strength1,2,3 Tension lb (kN) Anchor diameter in. 3/8 1/2 5/8 3/4 ISO 898 class 5.8 ASTM A36 ASTM A307 ASTM A193 B7 2,640 2,115 2,185 4,555 Shear lb (kN) ASTM ISO 898 F593 CW class (316/304) HIT-(Z(-R) 5.8 3,645 3,430 1,360 ASTM A36 ASTM A307 ASTM A193 B7 1,090 1,125 2,345 ASTM F593 CW (316/304) HIT-(Z(-R) 1,875 1,770 (11.7) (9.4) (9.
Table 104 — Hilti HIT-HY 200 A/R V3 allowable adhesive bond tension loads for HIS-N inserts in the face of grout-filled concrete masonry walls1,2,3,4,5,6,7,8 Spacing9 Thread size in. 3/8-16 UNC 1/2-13 UNC 1 2 3 4 5 6 8 9 10 11 12 Effective embedment in. (mm)11 Tension lb (kN) Critical scr in. (mm) 4 3/8 1,355 17 (111) (6.0) (432) 4 5 1,640 20 (102) (127) (7.3) (508) Minimum smin in. (mm) Edge Distance10 Load Reduction Factor @ smin12 0.68 0.68 Critical ccr in. (mm) Minimum cmin in.
$QFKRU )DVWHQLQJ 7HFKQLFDO *XLGH (GLWLRQ Table 105 — Hilti HIT-HY 200 A/R V3 allowable adhesive bond shear loads for HIS-N inserts in the face of grout-filled concrete masonry walls1,2,3,4,5,6,7,8 Edge Distance10 Spacing9 Thread size in. 3/8-16 UNC 1/2-13 UNC 1 2 3 4 5 6 8 9 10 11 12 Critical Minimum scr smin Load Reduction in. (mm) in. (mm) Factor @ smin12 Effective embedment in. (mm)11 Shear lb (kN) 4 3/8 1,045 17.0 (111) (4.6) (432) 4 5 1,730 20 (102) (127) (7.7) (508) 0.56 0.
INSTALLATION INSTRUCTIONS Installation Instructions For Use (IFU) are included with each product package. They can also be viewed or downloaded online at www.hilti.com. Because of the possibility of changes, always verify that downloaded IFU are current when used. Proper installation is critical to achieve full performance. Training is available on request. Contact Hilti Technical Services for applications and conditions not addressed in the IFU.
$QFKRU )DVWHQLQJ 7HFKQLFDO *XLGH (GLWLRQ ORDERING INFORMATION HIT-Z anchor rod Description Bit dia. (in.) Min. embed. (in.