The following excerpt are pages from the North American Product Technical Guide, Volume 2: Anchor Fastening, Edition 16.1.

Transcription

1 The following exerpt are pages from the North Amerian Produt Tehnial Guide, Volume 2: Anhor Fastening, Edition Please refer to the publiation in its entirety for omplete details on this produt inluding data development, produt speifiations, general suitability, installation, orrosion and spaing and edge distane guidelines. US: CA: To onsult diretly with a team member regarding our anhor fastening produts, ontat Hilti s team of tehnial support speialists between the hours of 7:00am 6:00pm CST. US: or HNATehnialServies@hilti.om CA: , ext. 6 or CATehnialServies@hilti.om Hilti, In Dallas Parkway, Suite 1000 Plano, TX

2 HCI-WF/MD Cast-in Anhor Produt desription Material speifiations Tehnial data Installation instrutions Ordering information HCI-WF HCI-MD Listings/Approvals ICC-ES (International Code Counil) ESR-3713 FM (Fatory Mutual) Pipe Hanger Components for Automati Sprinkler Systems through UL LLC UL 203 Pipe Hanger Equipment for Fire Protetion Servies through Produt desription HCI-WF/MD ast-in anhors are internally threaded ast-in anhor suitable for use with either wood (WF) or metal dek (MD) form work. The HCI-WF and HCI-MD are ideally suited for a variety of rod hanging appliations and offers signifiant time savings over traditional post-installed anhor solutions. Produt features Installation performed on top of the formwork. No overhead drilling. No sissor lift rental Hexagonal head prevents spinning in onrete Anhor bodies are olor oded for quik identifiation HCI-WF have large plasti flanges for seure seating to wood form. This prevents onrete seepage into the threading. HCI-WF have nothed nails that snap off easily at the onrete surfae after the wood forms are stripped. HCI-MD have a protetive plasti sleeve that helps to prevent onrete, sprayed-on firestop or sprayed-on insulation from fouling the threading. HCI-MD have a robust spring that seats the anhor reliably. Guide speifiations HCI-WF: Conrete anhor shall be arbon steel, ast-in type with single internal thread and a zin/yellow hromate plating and ontained by a plasti flange. Anhor shall have breakoff nails for attahment to the surfae of wood forms. Anhor will bear the and manufaturer name on its hexagon head. Anhors shall be HCI-WF as supplied by Hilti. HCI-MD: Conrete anhor shall be arbon steel, ast-in type with single internal thread and a zin/yellow hromate plating. Anhor shall have a protetive plasti sleeve, steel flange with predrilled additional fastening holes and plaement spring for attahment to metal dek, anhor is to be seured by lamping the dek between the steel flange and the protetive plasti sleeve. Anhor shall bear the and manufaturer name on its hexagon head. Anhors shall be HCI-MD as supplied by Hilti. 378 Hilti, In. (US) I en español I Hilti (Canada) Corp I I Anhor Fastening Tehnial Guide 2016

3 HCI-WF/MD Cast-in Anhor Material speifiations Component HCI-WF HCI-MD Insert body Heat treated arbon steel Heat treated arbon steel Flange Engineered plasti Heat treated arbon steel Spring N/A Carbon steel wire Plating Zin yellow hromate Zin yellow hromate Protetive sleeve N/A Engineered plasti Tehnial data Table 1 - Hilti HCI-MD speifiation table Setting information Symbol Units anhor Insert thread d UNC Metal hole saw d bit 7/8 1-3/16 1-3/16 1-1/4 1-7/8 1-7/8 1-7/8 1-7/8 Height of assembled spring h s (mm) (48) (48) (48) (48) Minimum thread engagement l th (mm) (10) (13) (16) (20) Sleeve length l sl (mm) (86) (86) (86) (86) 5-7/16 5-7/16 5-7/16 5-7/16 Length l (mm) (138) (138) (138) (138) 1/8 1/8 1/8 1/8 Steel head thikness t sh (mm) (3.2) (3.2) (3.2) (3.2) 5/64 5/64 5/64 5/64 Steel flange thikness t sf (mm) (2.0) (2.0) (2.0) (2.0) Minimum slab thikness h See Figures 3, 4 and 5 (mm) Figure 1 - HCI-MD speifiations Table 2 - Hilti HCI-WF speifiation table anhor Setting information Symbol Units 1/4 Insert thread d UNC 1/ /4 Minimum thread engagement l th (mm) Plasti flange d pf (mm) (38) (38) (38) (38) (38) 7/64 7/64 7/64 7/64 7/64 Plasti flange thikness t pf (mm) (2.8) (2.8) (2.8) (2.8) (2.8) /16 2-3/16 2-3/16 Length l (mm) (51) (51) (57) (57) (57) 1/8 1/8 1/8 1/8 1/8 Steel head thikness t sh (mm) (3.2) (3.2) (3.2) (3.2) (3.2) 7/8 7/8 7/8 7/8 7/8 Length of break-off nails l n (mm) (22) (22) (22) (22) (22) Minimum slab thikness h (mm) (102) (102) (102) (102) (102) Figure 2 - HCI-WF speifiations ACI 318 Appendix D design The tehnial data ontained in this setion are Hilti Simplified Design Tables. The load values were developed using the Strength Design parameters and variables of ESR-3713 and the equations within ACI Appendix D. For a detailed explanation of the Hilti Simplified Design Tables, refer to setion Data tables from ESR-3713 are not ontained in this setion, but an be found at or at Hilti, In. (US) I en español I Hilti (Canada) Corp I I Anhor Fastening Tehnial Guide

4 HCI-WF/MD Cast-in Anhor Table 3 - Hilti HCI-WF ast-in insert design strength with onrete/pullout failure in unraked onrete 1,2,3,4,5 anhor internal 1/4 and, and Effetive = 2,500 psi (17.2 MPa) = 6,000 psi (41.1 MPa) = 2,500 psi (17.2 MPa) = 6,000 psi (41.1 MPa) ,695 2,950 3,405 4,175 2,695 2,950 3,405 4,175 (48) (12.0) (13.1) (15.1) (18.6) (12.0) (13.1) (15.1) (18.6) ,110 3,405 3,930 4,815 3,110 3,405 3,930 4,815 (52) (13.8) (15.1) (17.5) (21.4) (13.8) (15.1) (17.5) (21.4) Table 4 - Hilti HCI-WF ast-in insert design strength with onrete/pullout failure in raked onrete 1,2,3,4,5 anhor internal 1/4 and, and Effetive = 2,500 psi (17.2 MPa) = 6,000 psi (41.1 MPa) = 2,500 psi (17.2 MPa) = 6,000 psi (41.1 MPa) ,155 2,360 2,725 3,340 2,155 2,360 2,725 3,340 (48) (9.6) (10.5) (12.1) (14.9) (9.6) (10.5) (12.1) (14.9) ,485 2,725 3,145 3,850 2,485 2,725 3,145 3,850 (52) (11.1) (12.1) (14.0) (17.1) (11.1) (12.1) (14.0) (17.1) 1 See setion to onvert design strength value to ASD value. 2 Linear interpolation between embedment depths and onrete ompressive strengths is not permitted. 3 Apply spaing, edge distane, and onrete thikness fators in tables 5 to 10 as neessary. Compare to steel rod values in table 13. The lesser of the values is to be used for the design. 4 Tabular values are for normal-weight onrete only. For lightweight onrete multiply design strength by λ a as follows: for sand-lightweight, λ a = 0.85; for all-lightweight, λ a = Tabular values are for stati loads only. Seismi design is not permitted for unraked onrete. For seismi tension loads, multiply raked onrete tabular values in tension by α N,seis = Hilti, In. (US) I en español I Hilti (Canada) Corp I I Anhor Fastening Tehnial Guide 2016

5 HCI-WF/MD Cast-in Anhor Table 5 - Load adjustment fators for 1/4- and - Hilti HCI-WF in unraked onrete 1,2 1/4- and - HCI-WF unraked onrete Spaing fator in tension ƒ AN Edge distane fator in tension 5 ƒ RN Spaing fator in shear 3 ƒ AV Edge distane in shear toward edge 5 II to and away from edge 5 Conrete thikness fator in shear 4 ƒ HV Effetive h ef (mm) (48) (48) (48) (48) (48) (48) Spaing (s) / edge distane ( a ) / onrete thikness (h) - 1- (38) n/a n/a n/a 2 (51) n/a n/a n/a 2- (64) n/a n/a n/a 3 (76) n/a n/a n/a 3- (89) n/a n/a (102) n/a n/a (114) n/a n/a (127) n/a n/a (140) (152) (178) (203) (229) (254) (305) Table 6 - Load adjustment fators for 1/4- and - Hilti HCI-WF in raked onrete 1,2 1/4- and - HCI-WF raked onrete Spaing fator in tension ƒ AN Edge distane fator in tension 5 ƒ RN Spaing fator in shear 3 ƒ AV Edge distane in shear toward edge 5 II to and away from edge 5 Conrete thikness fator in shear 4 ƒ HV Effetive h ef (mm) (48) (48) (48) (48) (48) (48) Spaing (s) / edge distane ( a ) / onrete thikness (h) - 1- (38) n/a n/a n/a 2 (51) n/a n/a n/a 2- (64) n/a n/a n/a 3 (76) n/a n/a n/a 3- (89) n/a n/a (102) n/a n/a (114) n/a n/a (127) n/a n/a (140) (152) (178) (203) (229) (254) (305) Linear interpolation not permitted. 2 When ombining multiple load adjustment fators (e.g. for a 4 anhor pattern in a orner with thin onrete member) the design an beome very onservative. To optimize the design, use Hilti PROFIS Anhor Design software or perform anhor alulation using design equations from ACI Appendix D (or CSAA (R2010) AnnexD). 3 Spaing fator redution in shear, ƒ AV, assumes an influene of a nearby edge. If no edge exists, then ƒ AV = ƒ AN. 4 Conrete thikness redution fator in shear, ƒ HV, assumes an influene of a nearby edge. If no edge exists, then ƒ HV = For torqued anhors, the minimum edge distane is same as the minimum spaing distane for torqued anhors. Shaded ells are for anhors that will remain un-torqued Hilti, In. (US) I en español I Hilti (Canada) Corp I I Anhor Fastening Tehnial Guide

6 HCI-WF/MD Cast-in Anhor Table 7 - Load adjustment fators for - and - Hilti HCI-WF in unraked onrete 1,2 -, - and - HCI-WF unraked onrete Spaing fator in tension ƒ AN Edge distane fator in tension 5 ƒ RN Spaing fator in shear 3 ƒ AV Edge distane in shear toward edge 5 II to and away from edge 5 Conrete thikness fator in shear 4 ƒ HV Effetive h ef (mm) (52) (52) (52) (52) (52) (52) Spaing (s) / edge distane ( a ) / onrete thikness (h) - 1- (38) n/a n/a n/a 2 (51) n/a n/a n/a 2- (64) n/a n/a n/a 3 (76) n/a n/a n/a 3- (89) n/a n/a (102) n/a n/a (114) n/a n/a (127) n/a n/a (140) n/a n/a (146) (152) (178) (203) (229) (254) (305) Table 8 - Load adjustment fators for - and - Hilti HCI-WF in raked onrete 1,2 -, - and - HCI-WF raked onrete Spaing fator in tension ƒ AN Edge distane fator in tension 5 ƒ RN Spaing fator in shear 3 ƒ AV Edge distane in shear toward edge 5 II to and away from edge 5 Conrete thikness fator in shear 4 ƒ HV Effetive h ef (mm) (52) (52) (52) (52) (52) (52) Spaing (s) / edge distane ( a ) / onrete thikness (h) - 1- (38) n/a n/a n/a 2 (51) n/a n/a n/a 2- (64) n/a n/a n/a 3 (76) n/a n/a n/a 3- (89) n/a n/a (102) n/a n/a (114) n/a n/a (127) n/a n/a (140) n/a n/a (146) (152) (178) (203) (229) (254) (305) Linear interpolation not permitted. 2 When ombining multiple load adjustment fators (e.g. for a 4 anhor pattern in a orner with thin onrete member) the design an beome very onservative. To optimize the design, use Hilti PROFIS Anhor Design software or perform anhor alulation using design equations from ACI Appendix D (or CSAA (R2010) AnnexD). 3 Spaing fator redution in shear, ƒ AV, assumes an influene of a nearby edge. If no edge exists, then ƒ AV = ƒ AN. 4 Conrete thikness redution fator in shear, ƒ HV, assumes an influene of a nearby edge. If no edge exists, then ƒ HV = For torqued anhors, the minimum edge distane is same as the minimum spaing distane for torqued anhors. Shaded ells are for anhors that will remain un-torqued. 382 Hilti, In. (US) I en español I Hilti (Canada) Corp I I Anhor Fastening Tehnial Guide 2016

7 HCI-WF/MD Cast-in Anhor Table 9 - Load adjustment fators for - Hilti HCI-WF in unraked onrete 1,2 - HCI-WF unraked onrete Spaing fator in tension ƒ AN Edge distane fator in tension 5 ƒ RN Spaing fator in shear 3 ƒ AV Edge distane in shear toward edge 5 II to and away from edge 5 Conrete thikness fator in shear 4 ƒ HV Effetive h ef (mm) (52) (52) (52) (52) (52) (52) Spaing (s) / edge distane ( a ) / onrete thikness (h) - 1- (38) n/a n/a n/a 2 (51) n/a n/a n/a 2- (64) n/a n/a n/a 3 (76) n/a n/a n/a 3- (89) n/a n/a (102) n/a n/a (114) n/a n/a (127) n/a n/a (140) n/a n/a (152) n/a n/a 6-1/4 (159) (165) (178) (203) (229) (254) (305) Table 10 - Load adjustment fators for - Hilti HCI-WF in raked onrete 1,2 - HCI-WF raked onrete Spaing fator in tension ƒ AN Edge distane fator in tension 5 ƒ RN Spaing fator in shear 3 ƒ AV Edge distane in shear toward edge 5 II to and away from edge 5 Conrete thikness fator in shear 4 ƒ HV Effetive h ef (mm) (52) (52) (52) (52) (52) (52) Spaing (s) / edge distane ( a ) / onrete thikness (h) - 1- (38) n/a n/a n/a 2 (51) n/a n/a n/a 2- (64) n/a n/a n/a 3 (76) n/a n/a n/a 3- (89) n/a n/a (102) n/a n/a (114) n/a n/a (127) n/a n/a (140) n/a n/a (152) n/a n/a /4 (159) (165) (178) (203) (229) (254) (305) Linear interpolation not permitted. 2 When ombining multiple load adjustment fators (e.g. for a 4 anhor pattern in a orner with thin onrete member) the design an beome very onservative. To optimize the design, use Hilti PROFIS Anhor Design software or perform anhor alulation using design equations from ACI Appendix D (or CSAA (R2010) AnnexD). 3 Spaing fator redution in shear, ƒ AV, assumes an influene of a nearby edge. If no edge exists, then ƒ AV = ƒ AN. 4 Conrete thikness redution fator in shear, ƒ HV, assumes an influene of a nearby edge. If no edge exists, then ƒ HV = For torqued anhors, the minimum edge distane is same as the minimum spaing distane for torqued anhors. Shaded ells are for anhors that will remain un-torqued Hilti, In. (US) I en español I Hilti (Canada) Corp I I Anhor Fastening Tehnial Guide

8 HCI-WF/MD Cast-in Anhor Table 11 - Hilti HCI-MD design strength in the soffit of unraked lightweight onrete over metal dek (B profile) 1,2,3,4,5,6,7 Anhor depth 2-1/ ,130 2,460 1,725 1,725 (52) (2.7) (3.2) (3.1) (3.1) (9.5) (10.9) (7.7) (7.7) 2-1/ ,130 2,460 1,860 1,860 (52) (2.7) (3.2) (3.3) (3.3) (9.5) (10.9) (8.3) (8.3) 2-1/ ,130 2,460 1,860 1,860 (52) (2.7) (3.2) (3.3) (3.3) (9.5) (10.9) (8.3) (8.3) 2-1/ ,130 2,460 4,220 4,220 (52) (2.7) (3.2) (3.3) (3.3) (9.5) (10.9) (18.8) (18.8) Table 12 - Hilti HCI-MD design strength in the soffit of raked lightweight onrete over metal dek (B profile) 1,2,3,4,5,6,7 Anhor depth 2-1/ ,130 2,460 1,725 1,725 (52) (2.2) (2.5) (3.1) (3.1) (9.5) (10.9) (7.7) (7.7) 2-1/ ,130 2,460 1,860 1,860 (52) (2.2) (2.5) (3.3) (3.3) (9.5) (10.9) (8.3) (8.3) 2-1/ ,130 2,460 1,860 1,860 (52) (2.2) (2.5) (3.3) (3.3) (9.5) (10.9) (8.3) (8.3) 2-1/ ,130 2,460 4,220 4,220 (52) (2.2) (2.5) (3.3) (3.3) (9.5) (10.9) (18.8) (18.8) 1 See setion to onvert design strength value to ASD value. 2 Linear interpolation between onrete ompressive strengths is not permitted. 3 Tabular value is for one anhor per flute. Minimum spaing along the length of the flute is 3 x h ef (effetive embedment). 4 Tabular values are lightweight onrete and no additional redution fator is needed. 5 No additional redution fators for spaing or edge distane need to be applied. 6 Comparison of the tabular values to the steel strength is not neessary. Tabular values ontrol. 7 Tabular values are for stati loads only. Seismi design is not permitted for unraked onrete. For seismi tension loads, multiply raked onrete tabular values in tension by α N,seis = See setion for additional information on seismi appliations. Figure 3 - Installation of Hilti HCI-MD in the soffit 384 Hilti, In. (US) I en español I Hilti (Canada) Corp I I Anhor Fastening Tehnial Guide 2016

9 HCI-WF/MD Cast-in Anhor Table 13 - Hilti HCI-MD design strength in the soffit of unraked lightweight onrete over metal dek (W profile with 4-" width) 1,2,3,4,5,6,7 Anhor depth 2-1/16 1,490 1, ,660 3,070 1,725 1,725 (52) (6.6) (7.7) (4.1) (4.1) (11.8) (13.7) (7.7) (7.7) 2-1/16 1,490 1, ,660 3,070 1,860 1,860 (52) (6.6) (7.7) (4.4) (4.4) (11.8) (13.7) (8.3) (8.3) 2-1/16 1,490 1, ,660 3,070 1,860 1,860 (52) (6.6) (7.7) (4.4) (4.4) (11.8) (13.7) (8.3) (8.3) 2-1/16 1,490 1,720 1,395 1,395 2,660 3,070 4,220 4,220 (52) (6.6) (7.7) (6.2) (6.2) (11.8) (13.7) (18.8) (18.8) Table 14 - Hilti HCI-MD design strength in the soffit of raked lightweight onrete over metal dek (W profile with 4-" width) 1,2,3,4,5,6,7 Anhor depth 2-1/16 1,190 1, ,130 2,460 1,725 1,725 (52) (5.3) (6.1) (4.1) (4.1) (9.5) (10.9) (7.7) (7.7) 2-1/16 1,190 1, ,130 2,460 1,860 1,860 (52) (5.3) (6.1) (4.4) (4.4) (9.5) (10.9) (8.3) (8.3) 2-1/16 1,190 1, ,130 2,460 1,860 1,860 (52) (5.3) (6.1) (4.4) (4.4) (9.5) (10.9) (8.3) (8.3) 2-1/16 1,190 1,375 1,395 1,395 2,130 2,460 4,220 4,220 (52) (5.3) (6.1) (6.2) (6.2) (9.5) (10.9) (18.8) (18.8) 1 See setion to onvert design strength value to ASD value. 2 Linear interpolation between onrete ompressive strengths is not permitted. 3 Tabular value is for one anhor per flute. Minimum spaing along the length of the flute is 3 x h ef (effetive embedment). 4 Tabular values are lightweight onrete and no additional redution fator is needed. 5 No additional redution fators for spaing or edge distane need to be applied. 6 Comparison of the tabular values to the steel strength is not neessary. Tabular values ontrol. 7 Tabular values are for stati loads only. Seismi design is not permitted for unraked onrete. For seismi tension loads, multiply raked onrete tabular values in tension by α N,seis = See setion for additional information on seismi appliations. Figure 4 - Installation of Hilti HCI-MD in the soffit of onrete over metal dek floor and roof assemblies Hilti, In. (US) I en español I Hilti (Canada) Corp I I Anhor Fastening Tehnial Guide

10 HCI-WF/MD Cast-in Anhor Table 15- Hilti HCI-MD design strength in the soffit of unraked lightweight onrete over metal dek (W profile with 3-7/8" width) 1,2,3,4,5,6,7 Anhor depth 2-1/16 1,300 1, ,660 3,070 1,725 1,725 (52) (5.8) (6.7) (4.1) (4.1) (11.8) (13.7) (7.7) (7.7) 2-1/16 1,300 1, ,660 3,070 1,860 1,860 (52) (5.8) (6.7) (4.4) (4.4) (11.8) (13.7) (8.3) (8.3) 2-1/16 1,300 1, ,660 3,070 1,860 1,860 (52) (5.8) (6.7) (4.4) (4.4) (11.8) (13.7) (8.3) (8.3) 2-1/16 1,300 1, ,660 3,070 4,220 4,220 (52) (5.8) (6.7) (4.4) (4.4) (11.8) (13.7) (18.8) (18.8) Table 16- Hilti HCI-MD design strength in the soffit of raked lightweight onrete over metal dek (W profile with 3-7/8" width) 1,2,3,4,5,6,7 Anhor depth 2-1/16 1,040 1, ,130 2,460 1,725 1,725 (52) (4.6) (5.3) (4.1) (4.1) (9.5) (10.9) (7.7) (7.7) 2-1/16 1,040 1, ,130 2,460 1,860 1,860 (52) (4.6) (5.3) (4.4) (4.4) (9.5) (10.9) (8.3) (8.3) 2-1/16 1,040 1, ,130 2,460 1,860 1,860 (52) (4.6) (5.3) (4.4) (4.4) (9.5) (10.9) (8.3) (8.3) 2-1/16 1,040 1, ,130 2,460 4,220 4,220 (52) (4.6) (5.3) (4.4) (4.4) (9.5) (10.9) (18.8) (18.8) 1 See setion to onvert design strength value to ASD value. 2 Linear interpolation between onrete ompressive strengths is not permitted. 3 Tabular value is for one anhor per flute. Minimum spaing along the length of the flute is 3 x h ef (effetive embedment). 4 Tabular values are lightweight onrete and no additional redution fator is needed. 5 No additional redution fators for spaing or edge distane need to be applied. 6 Comparison of the tabular values to the steel strength is not neessary. Tabular values ontrol. 7 Tabular values are for stati loads only. Seismi design is not permitted for unraked onrete For seismi tension loads, multiply raked onrete tabular values in tension by α N,seis = See setion for additional information on seismi appliations. Figure 5 - Installation of Hilti HCI-MD in the soffit of onrete over metal dek 386 Hilti, In. (US) I en español I Hilti (Canada) Corp I I Anhor Fastening Tehnial Guide 2016

11 HCI-WF/MD Cast-in Anhor Table 17 - Design strength for steel failure of ommon threaded rods used with Hilti HCI-WF or HCI-MD ast-in inserts 1 anhor 1/4 Table 18 - UL LLC and FM approvals 1,2 anhor Grade A36 threaded rod ASTM A 193 B7 or ASTM F1554 Gr. 105 threaded rod Tensile 2 фn sa Shear 3 фv sa Seismi shear 4 фv sar,eq Tensile 2 фn sa Shear 3 фv sa Seismi shear 4 фv sar,eq 1, ,980 1, (6.2) (2.7) (1.9) (13.3) (5.7) (4.0) 3,395 1,470 1,030 7,265 3,150 2,205 (15.1) (6.5) (4.6) (32.3) (14.0) (9.8) 6,175 3,210 2,245 13,305 6,920 4,845 (27.5) (14.3) (10.0) (59.2) (30.8) (21.5) 9,835 5,110 3,575 21,190 11,020 7,715 (43.7) (22.7) (15.9) (94.3) (49.0) (34.3) 14,550 7,565 5,295 31,360 16,305 11,415 (64.7) (33.7) (23.6) (139.5) (72.5) (50.8) 1 See setion to onvert design strength value to ASD value. 2 Tensile values determined by stati tension tests with ф N sa = ф A se,n f uta as noted in ACI 318 Appendix D. 3 Shear values determined by stati shear tests with ф V sa < ф 0.60 A se,v f uta as noted in ACI 318 Appendix D. 4 Seismi shear values determined by seismi shear tests with ф V sa ф 0.60 A se,v f uta as noted in ACI 318, Annex D. See Setion for additional information on seismi appliations. HCI-MD Upper flute Lower flute HCI-WF UL max pipe size () UL test load (lb) FM max pipe size () UL max pipe size () UL test load (lb) FM max pipe size () UL max pipe size () UL test load (lb) 4 1, , , , , , , , , ,050 1 UL LLC Listing based on suessful ompletion of testing in aordane with UL FM Approval based on suessful ompletion of testing in aordane with FM Canadian Limit State design FM max pipe size () Limit State Design of anhors is desribed in the provisions of CSA A Annex D for post-installed anhors tested and assessed in aordane with ACI for mehanial anhors and ACI for adhesive anhors. This setion ontains the Limit State Design tables with unfatored harateristi loads that are based on the published loads in ICC Evaluation Servies ESR These tables are followed by fatored resistane tables. The fatored resitane tables have harateristi design loads that are prefatored by the appliable redution fators for a single anhor with no anhor-to-anhor spaing or edge distane adjustments for the onveniene of the user of this doument. All the figures in the previous ACI Appendix D design setion are appliable to Limit State Design and the tables will referene these figures For a detailed explanation of the tables developed in aordane with CSA A Annex D, refer to Setion Tehnial assistane is available by ontating Hilti Canada at (800) or at Hilti, In. (US) I en español I Hilti (Canada) Corp I I Anhor Fastening Tehnial Guide

12 HCI-WF/MD Cast-in Anhor Table 19 - Hilti HCI-WF design information in aordane with CSA A Annex D 1 Design parameter Symbol Units anhor Ref 1/4 A Anhor O.D. d a (mm) (17.3) (22.1) (25.4) Effetive embedment h ef (mm) (47.8) (52.3) Minimum onrete thikness 3 h min 3-4-1/8 (mm) (95) (105) Critial edge distane, unraked a,unr (mm) (72) (78) Minimum edge distane min 1- (mm) (38) Minimum anhor spaing, untorqued s min,untor (mm) (69) (88) (102) Minimum anhor spaing, torqued s min,tor (mm) (104) (133) (152) Steel material resistane fator for reinforement ф s Resistane modifiation fator for tension, steel failure modes 2 R D.5.3 Resistane modifiation fator for shear, steel failure modes 2 R D.5.3 lb 7,140 7,140 8,330 8,330 8,330 Fatored steel resistane in tension goverend by insert N sar (kn) (32) (32) (37) (37) (37) Fatored steel resistane in tension governed by insert, seismi lb 7,140 7,140 8,330 8,330 8,330 N sar, eq (kn) (32) (32) (37) (37) (37) lb 4,801 4,801 4,801 4,801 5,011 Fatored steel resistane in shear governed by insert V sar (kn) (21) (21) (21) (21) (22) Fatored steel resistane in shear governed by insert, seismi lb 4,801 4,801 4,801 4,801 5,011 V sar,eq (kn) (21) (21) (21) (21) (22) D D D D Coeff. for fatored on. breakout resistane, unraked onrete k,unr - 10 D Coeff. for fatored on. breakout resistane, raked onrete k,r - 10 D Modifiation fator for anhor resistane, tension, unraked on. ψ,n D Modifiation fator for anhor resistane, tension, raked on. ψ,n D Anhor ategory - - Cast-in D.5.3 ( ) Conrete material resistane fator ф Resistane modifiation fator for tension and shear, onrete failure modes, Condition B 3 R D.5.3 ( ) 1 Design information in this table is taken from ICC-ES ESR-3713, dated July 2016, tables 1 and 3, and onverted for use with CSA A Annex D. 2 The arbon steel HCI-WF is onsidered a brittle steel element as defined by CSA A Annex D setion D.2. 3 For use with the load ombinations of CSA A hapter 8. Condition B applies where supplementary reinforement in onformane with CSA A setion D.5.3 is not provided, or where pullout or pryout strength governs. For ases where the presene of supplementary reinforement an be verified, the resistane modifiation fators assoiated with Condition A may be used. 388 Hilti, In. (US) I en español I Hilti (Canada) Corp I I Anhor Fastening Tehnial Guide 2016

13 HCI-WF/MD Cast-in Anhor Table 20 - Hilti HCI-WF ast-in insert design strength with onrete / pullout failure in unraked onrete 1,2,3,4,5 anhor 1/4 and, and Effetive (2,900psi) = 25 MPa (3,625 psi) = 40 MPa (5,800 psi) = 25 MPa (3,625 psi) = 40 MPa (5,800 psi) ,715 3,035 3,325 3,840 2,715 3,035 3,325 3,840 (48) (51) (12.1) (13.5) (14.8) (17.1) (12.1) (13.5) (14.8) (17.1) ,065 3,425 3,750 4,330 3,065 3,425 3,750 4,330 (52) (57) (13.6) (15.2) (16.7) (19.3) (13.6) (15.2) (16.7) (19.3) Table 21 - Hilti HCI-WF ast-in insert design strength with onrete / pullout failure in raked onrete 1,2,3,4,5 anhor 1/4 and, and Effetive (2,900psi) = 25 MPa (3,625 psi) = 40 MPa (5,800 psi) = 25 MPa (3,625 psi) = 40 MPa (5,800 psi) ,175 2,430 2,660 3,075 2,175 2,430 2,660 3,075 (48) (51) (9.7) (10.8) (11.8) (13.7) (9.7) (10.8) (11.8) (13.7) ,450 2,740 3,000 3,465 2,450 2,740 3,000 3,465 (52) (57) (10.9) (12.2) (13.3) (15.4) (10.9) (12.2) (13.3) (15.4) 1 See setion to onvert fatored resistane value to ASD value. 2 Linear interpolation between onrete ompressive strengths is not permitted. 3 Apply spaing, edge distane, and onrete thikness fators in Tables 5 to 10 as neessary. Compare to the steel values in Table 29. The lesser of the values is to be used for the design. 4 Tablular values are for normal weight onrete only. For lightweight onrete multiply design strength by λ a as follows: For sand-lightweight, λ a = 0.85; for all-lightweight, λ a = Tabular values are for stati loads only. Seismi design is not permitted for unraked onrete. For seismi loads, multiply raked onrete tabular values by α seis = Hilti, In. (US) I en español I Hilti (Canada) Corp I I Anhor Fastening Tehnial Guide

14 HCI-WF/MD Cast-in Anhor Table 22 - Hilti HCI-MD design information in aordane with CSA A Annex D 1 Design parameter Symbol Units anhor Ref A Anhor O.D. d a (mm) (17.0) (22.1) (22.1) (25.4) Effetive embedment h ef 1.95 (mm) (49.5) Max. onrete over over metal dek, lower flute install h max 1- (mm) (38.1) Max. onrete over over metal dek, upper flute install h min 2- (mm) (63.5) M speified ult. strength f ut lb 13,000 13,000 13,000 13,000 (kn) (58) (58) (58) (58) Steel material resistane fator for reinforement ф s Resistane modifiation fator for tension, steel failure modes 2 R D.5.3 Resistane modifiation fator for shear, steel failure modes 2 R D.5.3 of 1 -inh minimum flute height (i.e. B-dek) aording to Figure 6 Fatored pullout resistane, raked N pn,dek lb (kn) (2.02) (2.02) (2.02) (2.02) Fatored steel strength in shear as governed by insert V sa,dek lb (kn) (2.61) (2.76) (2.76) (2.76) Fatored seismi steel strength in shear as governed by insert V sa,dek,eq lb (kn) (2.61) (2.76) (2.76) (2.76) of 3-inh minimum flute height (i.e. W-dek with 4- inh flute width) aording to Figure 7 Fatored pullout resistane, raked N pn,dek lb 1,105 1,105 1,105 1,105 (kn) (4.92) (4.92) (4.92) (4.92) Fatored steel strength in shear as governed by insert V sa,dek lb ,039 (kn) (3.47) (3.75) (3.75) (4.62) Fatored seismi steel strength in shear as governed by insert V sa,dek,eq lb ,039 (kn) (3.47) (3.75) (3.75) (4.62) of 3-inh minimum flute height (i.e. W-dek with 3-7/8 inh flute width) aording to Figure 8 Fatored pullout resistane, raked N pn,dek lb (kn) (4.29) (4.29) (4.29) (4.29) Fatored steel strength in shear as governed by insert V sa,dek lb (kn) (3.17) (3.43) (3.43) (3.43) Fatored seismi steel strength in shear as governed by insert V sa,dek,eq lb (kn) (3.17) (3.43) (3.43) (3.43) Anhor ategory - - ast-in D.5.3 ( ) Conrete material resistane fator ф Resistane modifiation fator for tension and shear, onrete failure modes, Condition B 3 R D.5.3 ( ) 1 Design information in this table is taken from ICC-ES ESR-3713, dated July 2016, tables 2 and 4, and onverted for use with CSA A Annex D. 2 The arbon steel HCI-WF is onsidered a brittle steel element as defined by CSA A Annex D setion D.2. 3 For use with the load ombinations of CSA A hapter 8. Condition B applies where supplementary reinforement in onformane with CSA A setion D.5.3 is not provided, or where pullout or pryout strength governs. For ases where the presene of supplementary reinforement an be verified, the resistane modifiation fators assoiated with Condition A may be used. 390 Hilti, In. (US) I en español I Hilti (Canada) Corp I I Anhor Fastening Tehnial Guide 2016

15 HCI-WF/MD Cast-in Anhor Table 23 - Hilti HCI-MD fatored resistane in the soffit of unraked lightweight onrete over metal dek (B profile) 1,2,3,4,5,6,7 anhor Effetive / ,430 2,975 1,465 (50) (52) (2.5) (3.0) (2.6) (10.8) (13.2) (6.5) / ,430 2,975 1,585 (50) (52) (2.5) (3.0) (2.8) (10.8) (13.2) (7.1) / ,430 2,975 1,585 (50) (52) (2.5) (3.0) (2.8) (10.8) (13.2) (7.1) / ,430 2,975 3,590 (50) (52) (2.5) (3.0) (2.8) (10.8) (13.2) (16.0) Table 24 - Hilti HCI-MD fatored resistane in the soffit of raked lightweight onrete over metal dek (B profile) 1,2,3,4,5,6,7 anhor Effetive / ,945 2,380 1,465 (50) (52) (2.0) (2.4) (2.6) (8.7) (10.6) (6.5) / ,945 2,380 1,585 (50) (52) (2.0) (2.4) (2.8) (8.7) (10.6) (7.1) / ,945 2,380 1,585 (50) (52) (2.0) (2.4) (2.8) (8.7) (10.6) (7.1) / ,945 2,380 3,590 (50) (52) (2.0) (2.4) (2.8) (8.7) (10.6) (16.0) 1 See setion to onvert design strength value to ASD value. 2 Linear interpolation between onrete ompressive strengths is not permitted. 3 Tabular value is for one anhor per flute. Minimum spaing along the length of the flute is 3 x h ef (effetive embedment). 4 Tabular values are lightweight onrete and no additional redution fator is needed. 5 No additional redution fators for spaing or edge distane need to be applied. 6 Comparison of the tabular values to the steel strength is not neessary. Tabular values ontrol. 7 Tabular values are for stati loads only. Seismi design is not permitted for unraked onrete. For seismi tension loads, multiply raked onrete tabular values in tension by α N,seis = See setion for additional information on seismi appliations. Figure 6 - Installation of Hilti HCI-MD in the soffit Hilti, In. (US) I en español I Hilti (Canada) Corp I I Anhor Fastening Tehnial Guide

16 HCI-WF/MD Cast-in Anhor Table 25 - Hilti HCI-MD fatored resistane in the soffit of unraked lightweight onrete over metal dek (W profile with 4-" width) 1,2,3,4,5,6,7 anhor Effetive /16 1,360 1, ,430 2,975 1,465 (50) (52) (6.0) (7.4) (3.5) (10.8) (13.2) (6.5) /16 1,360 1, ,430 2,975 1,585 (50) (52) (6.0) (7.4) (3.8) (10.8) (13.2) (7.1) /16 1,360 1, ,430 2,975 1,585 (50) (52) (6.0) (7.4) (3.8) (10.8) (13.2) (7.1) /16 1,360 1,665 1,185 2,430 2,975 3,590 (50) (52) (6.0) (7.4) (5.3) (10.8) (13.2) (16.0) Table 26 - Hilti HCI-MD fatored resistane in the soffit of raked lightweight onrete over metal dek (W profile with 4-" width) 1,2,3,4,5,6,7 anhor Effetive /16 1,085 1, ,945 2,380 1,465 (50) (52) (4.8) (5.9) (3.5) (8.7) (10.6) (6.5) /16 1,085 1, ,945 2,380 1,585 (50) (52) (4.8) (5.9) (3.8) (8.7) (10.6) (7.1) /16 1,085 1, ,945 2,380 1,585 (50) (52) (4.8) (5.9) (3.8) (8.7) (10.6) (7.1) /16 1,085 1,330 1,040 1,945 2,380 3,590 (50) (52) (4.8) (5.9) (4.6) (8.7) (10.6) (16.0) 1 See setion to onvert design strength value to ASD value. 2 Linear interpolation between onrete ompressive strengths is not permitted. 3 Tabular value is for one anhor per flute. Minimum spaing along the length of the flute is 3 x h ef (effetive embedment). 4 Tabular values are lightweight onrete and no additional redution fator is needed. 5 No additional redution fators for spaing or edge distane need to be applied. 6 Comparison of the tabular values to the steel strength is not neessary. Tabular values ontrol. 7 Tabular values are for stati loads only. Seismi design is not permitted for unraked onrete. For seismi tension loads, multiply raked onrete tabular values in tension by α N,seis = See setion for additional information on seismi appliations. Figure 7 - Installation of Hilti HCI-MD in the soffit of onrete over metal dek floor and roof assemblies 392 Hilti, In. (US) I en español I Hilti (Canada) Corp I I Anhor Fastening Tehnial Guide 2016

17 HCI-WF/MD Cast-in Anhor Table 27 - Hilti HCI-MD fatored resistane in the soffit of unraked lightweight onrete over metal dek (W profile with 3-7/8" width) 1,2,3,4,5,6,7 anhor Effetive /16 1,185 1, ,430 2,975 1,465 (50) (52) (5.3) (6.5) (3.5) (10.8) (13.2) (6.5) /16 1,185 1, ,430 2,975 1,585 (50) (52) (5.3) (6.5) (3.8) (10.8) (13.2) (7.1) /16 1,185 1, ,430 2,975 1,585 (50) (52) (5.3) (6.5) (3.8) (10.8) (13.2) (7.1) /16 1,185 1, ,430 2,975 3,590 (50) (52) (5.3) (6.5) (3.8) (10.8) (13.2) (16.0) Table 28 - Hilti HCI-MD fatored resistane in the soffit of raked lightweight onrete over metal dek (W profile with 3-7/8" width) 1,2,3,4,5,6,7 anhor Effetive / , ,945 2,380 1,465 (50) (52) (4.2) (5.2) (3.2) (8.7) (10.6) (6.5) / , ,945 2,380 1,585 (50) (52) (4.2) (5.2) (3.4) (8.7) (10.6) (7.1) / , ,945 2,380 1,585 (50) (52) (4.2) (5.2) (3.4) (8.7) (10.6) (7.1) / , ,945 2,380 3,590 (50) (52) (4.2) (5.2) (3.4) (8.7) (10.6) (16.0) 1 See setion to onvert design strength value to ASD value. 2 Linear interpolation between onrete ompressive strengths is not permitted. 3 Tabular value is for one anhor per flute. Minimum spaing along the length of the flute is 3 x h ef (effetive embedment). 4 Tabular values are lightweight onrete and no additional redution fator is needed. 5 No additional redution fators for spaing or edge distane need to be applied. 6 Comparison of the tabular values to the steel strength is not neessary. Tabular values ontrol. 7 Tabular values are for stati loads only. Seismi design is not permitted for unraked onrete. For seismi tension loads, multiply raked onrete tabular values in tension by α N,seis = See setion for additional information on seismi appliations. Figure 8 - Installation of Hilti HCI-MD in the soffit of onrete over metal dek Hilti, In. (US) I en español I Hilti (Canada) Corp I I Anhor Fastening Tehnial Guide

18 HCI-WF/MD Cast-in Anhor Table 29 - Design strength for steel failure of ommon threaded rods used with Hilti HCI-WF or HCI-MD ast-in inserts 1,2 anhor 1/4 Tensile 3 N sar Grade A36 threaded rod Shear 4 V sar Seismi shear 5 V sar,eq ASTM A 193 B7 or ASTM F1554 Gr. 105 threaded rod Tensile 3 N sar Shear 4 V sar Seismi shear 5 V sar,eq 1, ,700 1, (5.6) (2.6) (1.8) (12.0) (5.6) (4.0) 3,080 1,440 1,010 6,585 3,090 2,165 (13.7) (6.4) (4.5) (29.3) (13.7) (9.6) 5,600 3,150 2,200 12,065 6,785 4,750 (24.9) (14.0) (9.8) (53.7) (30.2) (21.1) 8,915 5,010 3,505 19,210 10,810 7,565 (39.7) (22.3) (15.6) (85.4) (48.1) (33.7) 13,190 7,420 5,195 28,435 15,990 11,195 (58.7) (33.0) (23.1) (126.5) (71.1) (49.8) 1 See Setion to onvert fatored resistane value to ASD value. 2 Hilti HCI-WF and HCI-MD anhors are to be onsidered dutile steel elements. 3 Tensile N sar = A se ф s f ut R as noted in CSA A Annex D. 4 Shear determined by stati shear tests with V sar < 0.6 A se,v ф s f ut R as noted in CSA A Annex D. 5 Seismi shear values determined by seismi shear tests with V sar,eq < 0.60 A se,v ф s f ut R as noted in CSA A Annex D. See Setion for additional information on seismi appliations Installation instrutions Installation Instrutions For Use (IFU) are inluded with eah produt pakage. They an also be viewed or downloaded online at (US) and (Canada). Beause of the possibility of hanges, always verify that downloaded IFU are urrent when used. Proper installation is ritial to ahieve full performane. Training is available on request. Contat Hilti Tehnial Servies for appliations and onditions not addressed in the IFU Ordering information 1 HCI WF ast-in anhor for use in wood forms Sleeve Desription olor 2 Qty / box HCI WF 1/4 Green 150 HCI WF Red 150 HCI WF Orange 100 HCI WF Yellow 100 HCI WF Blak 100 HCI MD ast-in anhor for use in metal dek Sleeve Desription olor 2 Qty / box Hole saw HCI MD Red 100 7/8 HCI MD Orange /16 HCI MD Yellow /16 HCI MD Blak /4 1 All dimensions in inhes 2 Identifies anhor size 394 Hilti, In. (US) I en español I Hilti (Canada) Corp I I Anhor Fastening Tehnial Guide 2016