The following exerpt are pages from the North Amerian Produt Tehnial Guide, Volume 2: Anhor Fastening, Edition 16. 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: http://submittals.us.hilti.om/ptgvol2/ CA: http://submittals.us.hilti.om/ptgvol2ca/ 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: 877-749-6337 or HNATehnialServies@hilti.om CA: 1-800-363-4458, ext. 6 or CATehnialServies@hilti.om Hilti, In. 7250 Dallas Parkway, Suite 1000 Plano, TX 75024 1-800-879-8000 www.hilti.om
Mehanial Anhoring Systems KWIK HUS-EZ I (KH-EZ I) Carbon Steel Srew Anhor 3.3.7 3.3.7.1 Produt desription Hilti KWIK HUS-EZ I (KH-EZ I) anhors are omprised of a body with an internally threaded hex washer head. The anhor is manufatured from arbon steel and is heat treated. It has a minimum 0.0003 inh (8 μm) zin oating in aordane with DIN EN ISO 4042. The internally threaded head is larger than the of the anhor and is formed with serrations on the underside. The anhor body is formed with threads running most of the length of the anhor body. The anhor is installed in a predrilled hole with a powered impat wrenh or torque wrenh. The anhor threads ut into the onrete on the sides of the hole and interlok with the base material during installation. Appliable base materials inlude normal-weight onrete, strutural lightweight onrete and lightweight onrete over metal dek. Guide speifiations Srew anhors shall be KWIK HUS-EZ I as supplied by Hilti, In. Anhors shall be manufatured from heat treated arbon steel material, zin plated to a minimum thikness of 8 µm. Anhors shall be installed using a drill bit of same nominal as anhor. Produt features Suitable for raked and unraked normal-weight and lightweight onrete, and lightweight onrete over metal dek. Suitable for seismi and nonseismi loads. Quik and easy to install. Thread design enables quality setting and exeptional load values in wide variety of base material strengths. Anhor is fully removable Anhor size is same as drill bit size. Suitable for redued edge distanes and spaing. 3.3.7.2 Material speifiations Hilti KWIK HUS-EZ I anhors are manufatured from arbon steel. The anhors are bright zin plated to a minimum thikness of 8 µm. 3.3.7.3 Tehnial data 3.3.7.3.1 ACI 318-14 Chapter 17 design The tehnial data ontained in this setion are Hilti Simplified Design Tables. The load values were developed using the design parameters and variables of ESR-3027 and the equations of ACI 318-14 Chapter 17. For a detailed explanation of the Hilti Simplified Design Tables, refer to setion 3.1.8. Data tables from ESR- 3027 are not ontained in this setion, but an be found at www.i-es.org or at www.us.hilti.om. 3.3.7.1 Produt desription 3.3.7.2 Material speifiations 3.3.7.3 Tehnial data 3.3.7.4 Installation instrutions 3.3.7.5 Design guidelines 3.3.7.6 Ordering information Listings/Approvals ICC-ES (International Code Counil) ESR-3027 City of Los Angeles Researh Report No. 25897 FM Approved Independent ode evaluation IBC / IRC 2015 IBC / IRC 2012 IBC / IRC 2009 IBC / IRC 2006 IBC / IRC 2003 3.3.1 3.3.2 3.3.3 3.3.4 3.3.5 3.3.6 3.3.7 3.3.8 Hilti, In. (US) 1-800-879-8000 www.us.hilti.om I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.a I Anhor Fastening Tehnial Guide 2016 319
Mehanial Anhoring Systems 3.3.7 KWIK HUS-EZ I (KH-EZ I) Carbon Steel Srew Anhor Table 1 - KWIK HUS-EZ I speifiations 1,2 Setting information Symbol Units anhor bit d bit embedment h nom 1-5/8 2-1/2 Effetive embedment h ef 1.18 1.92 Minimum hole h o 2 2-7/8 ft-lb 18 Installation torque T inst (Nm) (24) Wrenh size 7/16 1 T inst is the maximum installation torque that may be applied with a torque wrenh. 2 See table 2 and figure 5 of setion 3.3.6 for spaing, edge distane, and onrete thikness parameters Figure 1 KWIK HUS-EZ I anhor installation details Table 2 - Hilti KWIK HUS-EZ I design strength with onrete / pullout failure in unraked onrete 1,2,3,4,5 anhor (mm) = 2,500 psi (17.2 MPa) = 6,000 psi (41.4 MPa) = 2,500 psi (17.2 MPa) = 6,000 psi (41.4 MPa) 1-5/8 585 620 675 765 1,075 1,180 1,360 1,670 (41) (2.6) (2.8) (3.0) (3.4) (4.8) (5.2) (6.0) (7.4) 2-1/2 1,525 1,670 1,930 2,365 2,235 2,450 2,825 3,460 (64) (6.8) (7.4) (8.6) (10.5) (9.9) (10.9) (12.6) (15.4) Table 3 - Hilti KWIK HUS-EZ I design strength with onrete / pullout failure in raked onrete 1,2,3,4,5 anhor (mm) = 2,500 psi (17.2 MPa) = 6,000 psi (41.4 MPa) = 2,500 psi (17.2 MPa) = 6,000 psi (41.4 MPa) 1-5/8 300 315 345 390 765 835 965 1,180 (41) (1.3) (1.4) (1.5) (1.7) (3.4) (3.7) (4.3) (5.2) 2-1/2 760 830 960 1,175 1,585 1,735 2,000 2,450 (64) (3.4) (3.7) (4.3) (5.2) (7.1) (7.7) (8.9) (10.9) 1 See setion 3.1.8.6 to onvert design strength value to ASD value. 2 Linear interpolation between embedment s and onrete ompressive strengths is not permitted. 3 Apply spaing, edge distane, and onrete thikness fators in tables 5 and 6 as neessary. Compare to the steel values in table 4. 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 = 0.68; for all-lightweight, λ a = 0.60 5 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 the following redution fators: -in by 1-5/8-in nominal embedment - a N,seis = 0.60 -in by 2-1/2-in nominal embedment - a N,seis = 0.75 No redution needed for seismi shear. See Setion 3.1.8.7 for additional information on seismi appliations. Table 4 - Steel Design Strength for Hilti KWIK HUS-EZ I Anhors 1,2 anhor internal thread Tensile 3 фn sa Shear 4 фv sa Seismi shear 5 фv sa -20 3,680 815 365 UNC (16.4) (3.6) (1.6) 3,680 790 670 UNC (16.4) (3.5) (3.0) 1 See setion 3.1.8.6 to onvert design strength value to ASD value. 2 Hilti KWIK HUS-EZ I anhors are to be onsidered brittle steel elements. 3 Tension ϕn sa = ϕa se,n f uta as noted in ACI 318-14 Chapter 17. 4 Shear determined by stati tests with ϕv sa < 0.6ϕA se,v f uta as noted inaci 318-14 Chapter 17. 5 Seismi shear values determined by seismi shear tests with фv sa ф 0.60 A se,v f uta as noted in ACI 318-14 Chapter 17. See Setion 3.1.8.7 for additional information on seismi appliations. 320 Hilti, In. (US) 1-800-879-8000 www.us.hilti.om I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.a I Anhor Fastening Tehnial Guide 2016
Mehanial Anhoring Systems KWIK HUS-EZ I (KH-EZ I) Carbon Steel Srew Anhor 3.3.7 Table 5 - Load adjustment fators for - KWIK HUS-EZ I in unraked onrete 1,2 Spaing fator Edge distane Spaing fator Edge distane in shear Con. thikness - KH-EZ unraked onrete in tension ƒ AN fator in tension ƒ RN in shear 3 ƒ AV toward edge ƒ RV II to edge ƒ RV fator in shear 4 ƒ HV Embedment h nom 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 (mm) (41) (64) (41) (64) (41) (64) (41) (64) (41) (64) (41) (64) Spaing (s) / edge distane ( a ) / onrete thikness (h) - (mm) 1-1/2 (38) 0.71 0.63 0.78 0.65 0.59 0.56 0.40 0.21 0.78 0.42 n/a n/a 2 (51) 0.78 0.67 1.00 0.77 0.62 0.58 0.61 0.33 1.00 0.65 n/a n/a 2-1/2 (64) 0.85 0.72 0.90 0.65 0.60 0.86 0.46 0.90 n/a n/a 3 (76) 0.92 0.76 1.00 0.68 0.62 1.00 0.60 1.00 n/a n/a 3- (83) 0.96 0.78 0.70 0.63 0.68 0.88 n/a 3-1/2 (89) 0.99 0.80 0.71 0.64 0.76 0.92 n/a 4 (102) 1.00 0.85 0.74 0.66 0.92 0.98 n/a 4-1/8 (105) 0.86 0.75 0.66 0.97 1.00 0.81 4-1/2 (114) 0.89 0.77 0.68 1.00 0.84 5 (127) 0.93 0.80 0.70 0.89 5-1/2 (140) 0.98 0.83 0.72 0.93 6 (152) 1.00 0.86 0.74 0.97 7 (178) 0.92 0.78 1.00 8 (203) 0.98 0.82 9 (229) 1.00 0.86 10 (254) 0.89 11 (279) 0.93 12 (305) 0.97 14 (356) 1.00 Table 6 - Load adjustment fators for - KWIK HUS-EZ I in raked onrete 1,2 Spaing (s) / edge distane ( a ) / onrete thikness (h) - (mm) - KH-EZ raked onrete Spaing fator in tension ƒ AN Edge distane fator in tension ƒ RN Spaing fator in shear 3 ƒ AV Edge distane in shear toward edge ƒ RV II to edge ƒ RV Con. thikness fator in shear 4 ƒ HV Embedment h nom 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 (mm) (41) (64) (41) (64) (41) (64) (41) (64) (41) (64) (41) (64) 1-1/2 (38) 0.71 0.63 0.88 0.65 0.59 0.56 0.40 0.21 0.80 0.43 n/a n/a 2 (51) 0.78 0.67 1.00 0.77 0.62 0.58 0.62 0.33 1.00 0.66 n/a n/a 2-1/2 (64) 0.85 0.72 0.90 0.65 0.60 0.87 0.46 0.90 n/a n/a 3 (76) 0.92 0.76 1.00 0.68 0.62 1.00 0.60 1.00 n/a n/a 3- (83) 0.96 0.78 0.70 0.63 0.68 0.89 n/a 3-1/2 (89) 0.99 0.80 0.71 0.64 0.76 0.92 n/a 4 (102) 1.00 0.85 0.74 0.66 0.93 0.98 n/a 4-1/8 (105) 0.86 0.75 0.66 0.97 1.00 0.81 4-1/2 (114) 0.89 0.77 0.68 1.00 0.85 5 (127) 0.93 0.80 0.70 0.89 5-1/2 (140) 0.98 0.83 0.72 0.93 6 (152) 1.00 0.86 0.74 0.98 7 (178) 0.92 0.78 1.00 8 (203) 0.98 0.82 9 (229) 1.00 0.86 10 (254) 0.90 11 (279) 0.94 12 (305) 0.98 14 (356) 1.00 1 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 318-14 Chapter 17. 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 = 1.0. If a redution fator value is in a shaded ell, this indiates that this speifi edge distane may not be permitted with a ertain spaing (or vie versa). Chek with table 5 and figure 2 of setion 3.3.6 to alulate permissable edge distane, spaing and onrete thikness ombinations. 3.3.1 3.3.2 3.3.3 3.3.4 3.3.5 3.3.6 3.3.7 3.3.8 Hilti, In. (US) 1-800-879-8000 www.us.hilti.om I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.a I Anhor Fastening Tehnial Guide 2016 321
Mehanial Anhoring Systems 3.3.7 KWIK HUS-EZ I (KH-EZ I) Carbon Steel Srew Anhor Table 7 - Hilti KWIK HUS-EZ I in the soffit of unraked lightweight onrete over metal dek 1,2,3,4,5,6,7 anhor internal thread (mm) Installation in lower flute Installation in upper flute 1-5/8 545 595 610 610 670 730 610 610-20 UNC (41) (2.4) (2.6) (2.7) (2.7) (3.0) (3.2) (2.7) (2.7) 2-1/2 1,220 1,410 610 610 1,275 1,470 610 610 (64) (5.4) (6.3) (2.7) (2.7) (5.7) (6.5) (2.7) (2.7) 1-5/8 545 595 915 915 670 730 915 915 UNC (41) (2.4) (2.6) (4.1) (4.1) (3.0) (3.2) (4.1) (4.1) 2-1/2 1,220 1,410 915 915 1,275 1,470 915 915 (64) (5.4) (6.3) (4.1) (4.1) (5.7) (6.5) (4.1) (4.1) Table 8 - Hilti KWIK HUS-EZ I in the soffit of raked lightweight onrete over metal dek 1,2,3,4,5,6,7,8 anhor internal thread (mm) Installation in lower flute Installation in upper flute 1-5/8 280 305 610 610 330 360 610 610-20 UNC (41) (1.2) (1.4) (2.7) (2.7) (1.5) (1.6) (2.7) (2.7) 2-1/2 605 700 610 610 635 735 610 610 (64) (2.7) (3.1) (2.7) (2.7) (2.8) (3.3) (2.7) (2.7) 1-5/8 280 325 915 915 330 380 915 915 UNC (41) (1.2) (1.4) (4.1) (4.1) (1.5) (1.7) (4.1) (4.1) 2-1/2 605 700 915 915 635 735 915 915 (64) (2.7) (3.1) (4.1) (4.1) (2.8) (3.3) (4.1) (4.1) 1 See Setion 3.1.9.4 to onvert design strength value to ASD value. 2 Linear interpolation between embedment s and 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 nom (nominal 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 loads, multiply raked onrete tabular values in tension by α N,seis = 0.75. 8 For seismi shear, an additional fator must be applied to the raked onrete tabular values for seismi onditions: -in by 1-5/8-in nominal embedment - α V,seis = 0.44 -in by 2-1/2-in nominal embedment - α V,seis = 0.85 See Setion 3.1.8.6 for additional information on seismi appliations. 322 Hilti, In. (US) 1-800-879-8000 www.us.hilti.om I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.a I Anhor Fastening Tehnial Guide 2016
Mehanial Anhoring Systems KWIK HUS-EZ I (KH-EZ I) Carbon Steel Srew Anhor 3.3.7 Figure 2 Installation of KWIK HUS-EZ I (KH-EZ I) in soffit of onrete over steel dek floor and roof assemblies 1 Anhors may be plaed in the upper or lower flute of the steel dek profile provided the minimum onrete over above the drilled hole is satisfied. Anhors in the lower flute may be installed with a maximum 1-inh offset in either diretion from the enter of the flute. The offset distane may be inreased proportionally for profiles with lower flute widths greater than those shown provided the minimum lower flute edge distane is also satisfied. 3.3.7.3.2 Canadian Limit State design Limit State Design of anhors is desribed in the provisions of CSA A23.3-14 Annex D for post-installed anhors tested and assessed in aordane with ACI 355.2 for mehanial anhors and ACI 355.4 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-3027. 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 318-14 Chapter 17 design setion are appliable to Limit State Design and the tables will referene these figures. 3.3.1 3.3.2 3.3.3 3.3.4 3.3.5 3.3.6 3.3.7 3.3.8 For a detailed explanation of the tables developed in aordane with CSA A23.3-14 Annex D, refer to Setion 3.1.8. Tehnial assistane is available by ontating Hilti Canada at (800) 363-4458 or at www.hilti.a Table 9 - Steel resistane for Hilti KWIK HUS-EZ I arbon steel srew anhor 1,2 anhor Internal thread (UNC) -20 Tensile 3 N sar Shear 4 V sar Shear 5 V sar,eq 3,935 885 275 (17.5) (3.9) (1.2) 3,935 855 510 (17.5) (3.8) (2.3) 1 See setion 3.1.7.3 to onvert design strength value to ASD value. 2 Hilti KWIK HUS-EZ I arbon steel srew anhors are to be onsidered brittle steel elements. 3 Tensile N sar = A se,n ф s f uta R as noted in CSA A23.3-14 Annex D. 4 Shear determined by stati shear tests with V sar < A se,v ф s 0.6 f uta R as noted in CSA A23.3-14 Annex D. 5 фv sa,eq < A se,v ф s 0.6 f uta Hilti, In. (US) 1-800-879-8000 www.us.hilti.om I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.a I Anhor Fastening Tehnial Guide 2016 323
Mehanial Anhoring Systems 3.3.7 KWIK HUS-EZ I (KH-EZ I) Carbon Steel Srew Anhor Table 10 - KWIK HUS-EZ I design information in aordane with CSA A23.3-14 Annex D 1 Design parameter Symbol Units Anhor O.D. d a (mm) (6.4) Effetive embedment 2 h ef 1.18 1.92 (mm) (30) (49) Minimum nominal embedment 2 h nom 1-5/8 2-1/2 (mm) (41) (64) Minimum onrete thikness 3 h min 3-4-1/8 (mm) (83) (105) Critial edge distane a 2.00 2.78 (mm) (51) (71) Minimum spaing at ritial edge distane s min,a 1.5 (mm) (38) Minimum edge distane min 1.50 (mm) (38) Minimum anhor spaing at minimum edge distane for s > 3.0 (mm) (76) Mininimum hole in onrete h 0 2 2-7/8 (mm) (51) (73) Minimum speified ultimate strength f uta psi 125,000 (N/mm 2 ) (862) Effetive tensile stress area A se,n in 2 0.045 (mm 2 ) (29.0) Ref A23.3-14 Steel material resistane fator for reinforement ф s - 0.85 8.4.3 Resistane modifiation fator for tension, steel failure modes 4 R - 0.70 D.5.3 Resistane modifiation fator for shear, steel failure modes 4 R - 0.65 D.5.3 lb 3,345 Fatored steel resistane in tension N sar () (15.0) lb 1,865 Fatored steel resistane in shear V sar () (10.0) D.6.1.2 D.7.1.2 Coeff. for fatored on. breakout resistane, unraked onrete k,unr lb 10 D.6.2.2 Coeff. for fatored on. breakout resistane, raked onrete k,r - 7 D.6.2.2 Modifiation fator for anhor resistane, tension, unraked onrete 5 ψ,n - 1.0 D.6.2.6 Anhor ategory - - 1 D.5.3 () Conrete material resistane fator ф - 0.65 8.4.2 Resistane modifiation fator for tension and shear, onrete failure modes, Condition B 6 R - 1.00 D.5.3 () lb 685 1,645 Fatored pullout resistane in 20 MPa unraked onrete 7 N pr,unr () (3.0) (7.3) lb 350 815 Fatored seismi pullout resistane in 20 MPa raked onrete 7 N pr,eq () (1.6) (3.6) 1 Design information in this table is taken from ICC-ES ESR-3027, dated Deember, 2015, tables 2 and 3, and onverted for use with CSA A23.3-14 Annex D. 2 See figure 1 of this doument. 3 For onrete over metal dek appliations where the onrete thikness over the top flute is less than h min in this table, see figure 3 and table 3 of this doument. 4 The KWIK HUS-EZ I is onsidered a brittle steel element as defined by CSA A23.3-14 Annex D setion D.2. 5 For all design ases, y,n = 1.0. The appropriate oeffiient for breakout resistane for raked onrete (k,r ) or unraked onrete (k,unr ) must be used. 6 For use with the load ombinations of CSA A23.3-14 hapter 8. Condition B applies where supplementary reinforement in onformane with CSA A23.3-14 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. 7 For all design ases, ψ,p = 1.0. NA (not appliable) denotes that this value does not ontrol for design. D.6.3.2 D.6.3.2 324 Hilti, In. (US) 1-800-879-8000 www.us.hilti.om I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.a I Anhor Fastening Tehnial Guide 2016
Mehanial Anhoring Systems KWIK HUS-EZ I (KH-EZ I) Carbon Steel Srew Anhor 3.3.7 Table 11 - Hilti KWIK HUS-EZ I arbon steel srew anhor fatored resistane with onrete/pullout failure in unraked onrete 1,2,3,4,5 anhor Effetive (mm) (mm) (2,900psi) = 25 MPa (3,625 psi) = 40 MPa (5,800 psi) = 25 MPa (3,625 psi) = 40 MPa (5,800 psi) 1.18 1-5/8 685 765 840 970 805 900 985 1,135 (30) (41) (3.0) (3.4) (3.7) (4.3) (3.6) (4.0) (4.4) (5.1) 1.92 2-1/2 1,645 1,840 2,015 2,325 2,225 2,490 2,725 3,145 (49) (64) (7.3) (8.2) (9.0) (10.3) (9.9) (11.1) (12.1) (14.0) Table 12 - Hilti KWIK HUS-EZ I arbon steel srew anhor fatored resistane with onrete/pullout failure in raked onrete 1,2,3,4,5 anhor Effetive (mm) (mm) (2,900psi) = 25 MPa (3,625 psi) = 40 MPa (5,800 psi) = 25 MPa (3,625 psi) = 40 MPa (5,800 psi) 1.18 1-5/8 350 390 430 495 565 630 690 795 (30) (41) (1.6) (1.7) (1.9) (2.2) (2.5) (2.8) (3.1) (3.5) 1.92 2-1/2 815 915 1,000 1,155 1,560 1,740 1,910 2,205 (49) (64) (3.6) (4.1) (4.4) (5.1) (6.9) (7.7) (8.5) (9.8) 1 See setion 3.1.7.3 to onvert design strength value to ASD value. 2 Linear interpolation between embedment s and onrete ompressive strengths is not permitted. 3 Apply spaing, edge distane, and onrete thikness fators in tables 5 to 6 as neessary. Compare to the steel values in table 4. 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 = 0.68; for all-lightweight, λ a = 0.60 5 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 = 0.75. See setion 3.1.7.4 for additional information on seismi appliations. 3.3.1 3.3.2 3.3.3 3.3.4 3.3.5 3.3.6 3.3.7 3.3.8 Hilti, In. (US) 1-800-879-8000 www.us.hilti.om I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.a I Anhor Fastening Tehnial Guide 2016 325
Mehanial Anhoring Systems 3.3.7 KWIK HUS-EZ I (KH-EZ I) Carbon Steel Srew Anhor Table 13 - Hilti KWIK HUS-EZ I in the soffit of unraked lightweight onrete over metal dek 1,2,3,4,5,6,7 Installation in lower flute Installation in upper flute anhor Effetive (mm) Internal thread (UNC) 1-5/8 580 710 715 875-20 (41) (2.6) (3.2) 560 560 (3.2) (3.9) 560 560 2-1/2 1,200 1,470 (2.5) (2.5) 1,255 1,535 (2.5) (2.5) (64) (5.3) (6.5) (5.6) (6.8) 1-5/8 580 710 715 875-20 (41) (2.6) (3.2) 845 845 (3.2) (3.9) 845 845 2-1/2 1,200 1,470 (3.8) (3.8) 1,255 1,535 (3.8) (3.8) (64) (5.3) (6.5) (5.6) (6.8) Table 14 - Hilti KWIK HUS-EZ I in the soffit of raked lightweight onrete over metal dek 1,2,3,4,5,6,7 Installation in lower flute Installation in upper flute anhor Effetive (mm) Internal thread (UNC) 3-295 365 350 430-20 (83) (1.3) (1.6) 245 245 (1.6) (1.9) 245 245 5 595 730 (1.1) (1.1) 625 765 (1.1) (1.1) (127) (2.6) (3.2) (2.8) (3.4) 4 295 365 350 430-20 (102) (1.3) (1.6) 715 715 (1.6) (1.9) 715 715 6-595 730 (3.2) (3.2) 625 765 (3.2) (3.2) (159) (2.6) (3.2) (2.8) (3.4) 1 See Setion 3.1.9.4 to onvert design strength value to ASD value. 2 Linear interpolation between embedment s and 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 nom (nominal 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. Values in Tables 13 and 14 ontrol. 7 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 = 0.75. See Setion 3.1.9.5 for additional information on seismi appliations. 3.3.7.3.3 Allowable stress design for FM sprinkler systems Table 15 - KWIK HUS-EZ I (KH-EZ) tested load values for FM approval for automati sprinkler systems 1 Hanger rod size UNC embedment 1-5/8 2-1/2 FM tension test load lb FM maximum pipe 1,475 4 1 Tested in aordane with FM Approval Standard for Pipe Hanger Components for Automati Sprinklers Systems Class Numbers 1951, 1952 and 1953. 326 Hilti, In. (US) 1-800-879-8000 www.us.hilti.om I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.a I Anhor Fastening Tehnial Guide 2016
Mehanial Anhoring Systems KWIK HUS-EZ I (KH-EZ I) Carbon Steel Srew Anhor 3.3.7 Table 16 - KWIK HUS-EZ I (KH-EZ I) allowable stress design values for installations into hollow ore onrete panels 1,2 Hanger rod size M effetive embedment h ef Allowable load 3 Ultimate load Tension lb Shear lb 4,5 Tension lb Shear lb 4,5-20 UNC 485 1,930 1-3/8 455 1,810 UNC 755 3,025 1 The admissible anhor loation must be established to prevent damage to the prestressed able during the drilling proess. Verify the loation and height of the able with the hollow ore plank supplier to onfirm admissible anhor loation. 2 Minimum ompressive strength of prestressed onrete is 7,000 psi. Published ultimate loads represent the average results onduted in loal base materials. Due to variations in materials and dimensionl onfigurations, on-site testing is required to determine the atual performane. 3 Allowable loads alulated with a fator of safety of 4 4 The bottom of the shear plane adjaent to the top of the oupler. 5 Shear values ontrolled by the steel strength of the srews used to fasten the shear fixture to the KH EZ-I Srew Anhor. The minimum tensile strength of the srew was 125 ksi. Shear design values should onsider the srew or threaded rod steel strength. Figure 3 - Installation of KWIK HUS EZ I (KH-EZ I) in hollow ore onrete 3.3.1 3.3.2 3.3.3 3.3.4 3.3.5 3.3.6 3.3.7 3.3.8 3.3.7.4 Installation instrutions Installation Instrutions For Use (IFU) are inluded with eah produt pakage. They an also be viewed or downloaded online at www.us.hilti.om (US) and www.hilti.a (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. 3.3.7.5 Ordering information 1 Desription Internal thread Internal thread length Hole Minimum embedment Qty / box KH-EZ x1-5/8 3/8 1-5/8 100 KH-EZ x2-1/2 3/8 2-1/2 100 KH-EZ x1-5/8 3/8 3/8 7/16 1-5/8 100 KH-EZ x2-1/2 3/8 3/8 7/16 2-1/2 100 1 All dimensions in inhes. Hilti, In. (US) 1-800-879-8000 www.us.hilti.om I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.a I Anhor Fastening Tehnial Guide 2016 327