The following excerpt are pages from the North American Product Technical Guide, Volume 1: Direct Fastening, Edition 15.

Transcription

1 The following excerpt are pages from the North American Product Technical Guide, Volume 1: Direct Fastening, Edition 15. Please refer to the publication in its entirety for complete details on this product including data development, product specifications, general suitability, installation, corrosion and and edge distance guidelines. US & CA: To consult directly with a team member regarding our direct fastening products, contact Hilti s team of technical support specialists between the hours of 7:00am 6:00pm CST. US: or HNATechnicalServices@hilti.com CA: , ext. 6 or CATechnicalServices@hilti.com Hilti, Inc Dallas Parkway, Suite 1000 Plano, TX

2 X-HSN 24 for Fastening Deck to Bar Joist Product Description The Hilti bar joist deck fastening system consists of powder-actuated tools that are primarily used with the X-HSN 24 fasteners, which are available in a collated version. For many bar joist decking projects, the tool of choice is the DX 860-HSN tool. This self-contained stand up decking tool is powered by 0.27 caliber short cartridges, which are loaded into the tool in strips of 40. The cartridges drive the X-HSN 24 fasteners into almost any type of steel deck profile and base steel thicknesses of 1/8" to 3/8". These fasteners are available in collated strips of 10. Four of these strips are loaded Material Specifications Fastener Fastener Fastener Nominal fastener designation material plating hardness X-HSN 24 Carbon Steel 5 µm Zinc HRC 1 ASTM B633, SC 1, Type III. Reference Section for more information Technical Data 1, 2, 3 Allowable pullout loads for attachments to steel base material Fastener Base material thickness (in.) 1/8 3/ 1/4 3/8 X-HSN (1.95) 635 (2.82) 750 (3.34) 750 (3.34) 1 These values represent testing performed in ASTM A36 plate steel. 2 The values must be compared with allowable tensile pullover values. 3 Allowable values based on safety factor of 5.0. into the DX 860-HSN tool, along with the cartridge strip, and enable the operator to fasten at a rate of up to 1,000 quality fastenings per hour. Additionally, this tool offers punch through resistance in cases where the base material is inadvertently missed. Other tools include the hand held DX 460-SM, a semi-automatic magazine tool for use on smaller jobs or in tandem with the DX 860-HSN. Hilti X-HSN 24 steel deck fasteners comply with ANSI/SDI RD1.0, C1.0 and NC1.0 standards Product Description Material Specifications Technical Data Ordering Information X-HSN 24 Approvals/Listings ICC-ES (International Code Council) ESR-3592, ESR-2776, ESR-2197, ESR-11, ESR-1735P, ESR-1414, ESR-2408 COLA (City of Los Angeles) RR 25974, RR 25877, RR FM (y Mutual) For attaching Class 1 Steel Roof Decks with 1-60 and 1-90 wind uplift ratings. Refer to FM RoofNav for specific assembly listings. UL (Underwriters Laboratories) Fasteners for attaching steel roof deck (uplift and fire classification) Allowable pullover and shear bearing loads for attaching steel deck 1,2,3 Fastener Steel deck gauge (in.) (0.0598) (0.0474) (0.0358) (0.0295) 24 (0.0239) 26 (0.0179) X-HSN 24 1 (3.85) (4.29) (3.) (3.45) (2.49) (2.64) (2.) (2.) (2.00) (1.80) (1.85) (1.36) 1 For base steel thickness 1/8" (3 mm) to 3/8" (10 mm). 2 Allowable values are based on a safety factor of Loads based on ASTM A1008, or minimum ASTM A653 SQ33 steel deck. Hilti, Inc. (US) I en español I Hilti (Canada) Corp I I Direct Fastening Technical Guide

3 3.5.2 X-HSN 24 for Fastening Deck to Bar Joist 36/7 914/9 Allowable Stress Design (ASD) - Allowable diaphragm shears,, (plf) and stiffness factors, G', (kips/in.) for standard 1-1/2" deep flutes, 6" center-to-center steel deck (F y 33 ksi; F u 45 ksi) installed with Hilti X-HSN 24 fasteners with or 36/7 end and interior support fastener patterns 1,2,3,4,5 Hilti SLC 6,7, G' G' G' G' G' G' G' G' G' G' * 30 38* 11 12* * G' G' G' G' G' G' * 27 89* 06 60* G' G' G' G' G' G' G' Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses 3/" t f 3/8". For attachment to base steel with range 1/8" t f < 3/", diaphragm shear values should be calculated in accordance with Section Tabulated LRFD diaphragm shear loads are calculated with a phi factor (Φ) of 0.70 for wind loads. *For noted diaphragm shear values, please see footnote 2 of Table 10 (page 111) G' mm S ASD mm Hilti, Inc. (US) I en español I Hilti (Canada) Corp I I Direct Fastening Technical Guide 15

4 X-HSN 24 for Fastening Deck to Bar Joist /5 36/4 914/5 Allowable Stress Design (ASD) - Allowable diaphragm shears,, (plf) and stiffness factors, G', (kips/in.) for standard 1-1/2" deep flutes, 6" center-to-center steel deck (F y 33 ksi; F u 45 ksi) installed with Hilti X-HSN 24 fasteners with 36/5 or 36/4 end and interior support fastener patterns 1,2,3,4,5 Hilti SLC 6,7,8 36/7 36/5 914/ G' G' G' G' /7 914/9 G' G' G' G' G' G' G' G' G' G' G' G' G' G' G' G' G' G' G' Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses 3/" t f 3/8". For attachment to base steel with range 1/8" t f < 3/", diaphragm shear values should be calculated in accordance with Section Tabulated LRFD diaphragm shear loads are calculated with a phi factor (Φ) of 0.70 for wind loads G' mm Hilti, Inc. (US) I en español I Hilti (Canada) Corp I I Direct Fastening Technical Guide

5 3.5.2 X-HSN 24 for Fastening Deck to Bar Joist 36/7 914/9 Load Resistance Design (LRFD) - ed resistance diaphragm shears,, (plf) and stiffness factors, G', (kips/in.) for standard 1-1/2" deep flutes, 6" center-to-center steel deck (F y 33 ksi; F u 45 ksi) installed with Hilti X-HSN 24 fasteners with or 36/7 end and interior support fastener patterns 1,2,3,4,5 Hilti SLC 6,7, G' G' G' G' G' G' G' G' G' G' * * * * G' G' G' G' G' G' * * * G' G' G' G' G' G' G' Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses 3/" t f 3/8". For attachment to base steel with range 1/8" t f < 3/", diaphragm shear values should be calculated in accordance with Section Tabulated LRFD diaphragm shear loads are calculated with a phi factor (Φ) of 0.70 for wind loads. To calculate LRFD values for load combinations involving earthquake, divide values in table by 0.70 and multiply by a phi factor (Φ) of Panel buckling has been checked. *For noted diaphragm shear values, please see footnote 2 of Table 10 (page 111) of this document. 1 Hilti, Inc. (US) I en español I Hilti (Canada) Corp I I Direct Fastening Technical Guide G' mm mm

6 X-HSN 24 for Fastening Deck to Bar Joist /5 36/4 914/5 Load Resistance Design (LRFD) - ed resistance diaphragm shears,, (plf) and stiffness factors, G', (kips/in.) for standard 1-1/2" deep flutes, 6" center-to-center steel deck (F y 33 ksi; F u 45 ksi) installed with Hilti X-HSN 24 fasteners with 36/5 or 36/4 end and interior support fastener patterns 1,2,3,4,5 Hilti SLC 6,7,8 36/7 36/5 914/ G' G' G' G' /7 914/9 G' G' G' G' G' G' G' mm G' G' G' G' G' G' G' G' G' G' G' G' G' Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses 3/" t f 3/8". For attachment to base steel with range 1/8" t f < 3/", diaphragm shear values should be calculated in accordance with Section Tabulated LRFD diaphragm shear loads are calculated with a phi factor (Φ) of 0.70 for wind loads. To calculate LRFD values for load combinations involving earthquake, divide values in table by 0.70 and multiply by a phi factor (Φ) of Panel buckling has been checked. Hilti, Inc. (US) I en español I Hilti (Canada) Corp I I Direct Fastening Technical Guide

7 3.5.2 X-HSN 24 for Fastening Deck to Bar Joist 36/7 914/9 914/9 () 914/7 914/7 (36/7) c Limit States Design (LSD) - ed resistance diaphragm shears,, (N/mm) and stiffness factors, G', (10 3 N/mm) for standard deep flutes, center-to-center steel deck (F y 230 MPa; F u 310 MPa) installed with Hilti X-HSN 24 fasteners with 914/9 () or 914/7 (36/7) end and interior support fastener patterns 1,2,3,4,5 Hilti SLC 6,7,8 900 mm 152 O.C. mm 150 mm O.C. 75 mm O.C. 150 mm O.C. 150 mm O.C. 150 mm O.C. 914/ G' mm G' G' G' G' * G' mm G' G' G' G' G' * * * * G' G' G' G' G' G' * * * * G' G' G' G' G' G' G' Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses 5 mm t f 10 mm. For attachment to base steel thickness with range 3 mm t f < 5 mm, diaphragm shear values should be calculated in accordance with Section Tabulated LRFD diaphragm shear loads are calculated with a phi factor (Φ) of 0.65 for wind loads. To calculate LRFD values for load combinations involving earthquake, divide values in table by 0.65 and multiply by a phi factor (Φ) of Panel buckling has been checked. *For noted diaphragm shear values, please see footnote 2 of Table 10 (page 111) of this document 1 Hilti, Inc. (US) I en español I Hilti (Canada) Corp I I Direct Fastening Technical Guide 15

8 c X-HSN 24 for Fastening Deck to Bar Joist /4 914/5 914/5 (36/5) 914/4 914/4 (36/4) Limit States Design (LSD) - ed resistance diaphragm shears,, (N/mm) and stiffness factors, G', (10 3 N/mm) for standard deep flutes, center-to-center steel deck (F y 230 MPa; F u 310 MPa) installed with Hilti X-HSN 24 fasteners with 914/5 (36/5) or 914/4 (36/4) end and interior support fastener patterns 1,2,3,4,5 Hilti 36/5 SLC 6,7,8 900 mm 152 O.C. mm 150 mm 36/7O.C. 75 mm 152 O.C. mm 150 mm 152 O.C. mm 450 mm O.C. 300 mm O.C. 150 mm O.C. 150 mm O.C. 914/7 914/ G' G' G' G' /9 914/7 G' G' G' G' G' /9 G' G' mm G' G' G' G' G' mm G' G' G' G' G' G' G' G' Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses 5 mm t f 10 mm. For attachment to base steel thickness with range 3 mm t f < 5 mm, diaphragm shear values should be calculated in accordance with Section Tabulated LRFD diaphragm shear loads are calculated with a phi factor (Φ) of 0.65 for wind loads. To calculate LRFD values for load combinations involving earthquake, divide values in table by 0.65 and multiply by a phi factor (Φ) of Panel buckling has been checked. Hilti, Inc. (US) I en español I Hilti (Canada) Corp I I Direct Fastening Technical Guide

9 3.5.2 X-HSN 24 for Fastening Deck to Bar Joist c Limit States Design-ed resistance diaphragm tables for deck fasteners (Canada) Diaphragm Table 36-7 with X-HSN 24 Metric Limit States Design (LSD)-ed Resistance Diaphragm, q, (N/mm) and Flexibility, F, (mm x 10-6 /N) for deep steel nestable deck fastened w/hilti X-HSN 24 w/screwed sidelaps (Canada only) 1,2,3 No. of transverse nails per 900 mm wide deck units=7 (every flute) Span (mm) Connection #10 screw at #10 screw at #10 screw at #10 screw at 150 mm O.C. Deck gauge thickness 10 Strength, Flexibility, F Strength, Flexibility, F Strength, Flexibility, F Strength, Flexibility, F Strength, Flexibility, F Strength, Flexibility, F Strength, Flexibility, F Diaphragm Table 36-4 with X-HSN 24 Metric Limit States Design (LSD)-ed Resistance Diaphragm, q, (N/mm) and Flexibility, F, (mm x 10-6 /N) for deep steel nestable deck fastened w/hilti X-HSN 24 w/screwed sidelaps (Canada only) 1,2,3 No. of transverse nails per 900 mm wide deck units=4 (every other flute) Span (mm) Connection #10 screw at #10 screw at #10 screw at #10 screw at 150 mm O.C. deck gauge thickness 10 Strength, Flexibility, F Strength, Flexibility, F Strength, Flexibility, F Strength, Flexibility, F Strength, Flexibility, F Strength, Flexibility, F Strength, Flexibility, F Diaphragm Table 36-7 with X-HSN 24 Metric Limit States Design (LSD)-ed Resistance Diaphragm, q, (N/mm) and Flexibility, F, (mm x 10-6 /N) for deep steel deck fastened w/hilti X-HSN 24 w/button punch sidelaps (Canada only) 1,2,3 No. of transverse nails per 900 mm wide deck units=7 (every flute) Span (mm) Connection Button Punch Button Punch Button Punch Button Punch 150 mm O.C. deck gauge thickness 10 Strength, Flexibility, F Strength, Flexibility, F Strength, Flexibility, F Strength, Flexibility, F Strength, Flexibility, F Strength, Flexibility, F Strength, Flexibility, F The ratio of span of deck unit to average length of sheet is taken to be 1/3. 2 Diaphragm loads are based on steel decks having an average ultimate tensile strength F u = 55 ksi. 3 Values shown calculated in accordance with SDI equations using a φ factor of 0.5 for LSD for all load conditions. 124 Hilti, Inc. (US) I en español I Hilti (Canada) Corp I I Direct Fastening Technical Guide 15

10 c X-HSN 24 for Fastening Deck to Bar Joist Limit States Design-ed resistance diaphragm tables for deck fasteners (Canada) Diaphragm Table 36-4 with X-HSN 24 Metric Limit States Design (LSD)-ed Resistance Diaphragm, q, (N/mm) and Flexibility, F, (mm x 10-6 /N) for deep steel deck fastened w/hilti X-HSN 24 w/button punch sidelaps (Canada only) 1,2,3 No. of transverse nails per 900 mm wide deck units=4 (every other flute) Span (mm) Connection Button Punch Button Punch Button Punch Button Punch 150 mm O.C. Deck gauge thickness 10 Strength, Flexibility, F Strength, Flexibility, F Strength, Flexibility, F Strength, Flexibility, F Strength, Flexibility, F Strength, Flexibility, F Strength, Flexibility, F Diaphragm Table 24-5 with X-HSN 24 Metric Limit States Design (LSD)-ed Resistance Diaphragm, q, (N/mm) and Flexibility, F, (mm x 10-6 /N) 1, 2, 3 for 75 mm deep steel deck fastened with Hilti X-HSN 24 w/button punch sidelaps (Canada only) No. of transverse nails per 600 mm wide deck units=5 (every flute) Span (mm) Connection Button Punch Button Punch Button Punch Button Punch 150 mm O.C. Deck gauge thickness 2400 Strength, Flexibility, F Strength, Flexibility, F Strength, Flexibility, F Strength, Flexibility, F Strength, Flexibility, F Strength, Flexibility, F Strength, Flexibility, F The ratio of span of deck unit to average length of sheet is taken to be 1/3. 2 Diaphragm loads are based on steel decks having an average ultimate tensile strength F u = 55 ksi. 3 Values shown calculated in accordance with SDI equations using a φ factor of 0.5 for LSD for all load conditions. Note: Reference pages for generally higher diaphragm capacities with Hilti Connectors (SLC). Hilti, Inc. (US) I en español I Hilti (Canada) Corp I I Direct Fastening Technical Guide

11 3.5.2 X-HSN 24 for Fastening Deck to Bar Joist Ordering Information DX 860-HSN Decking System Tools Description Notes Qty DX 860-HSN Stand-Up Decking Tool Use-on-Demand service provides daily rental 1 pcs Accessories Description Notes Qty HSN Piston and Brake Spares Pack Replacement piston and brake for DX 860-HSN 1 pcs Fasteners (Combos with 40-strip Cartridges) Description Base Steel Thickness Qty X-HSN 24 bulk fastener/cartridge combo 1/8" (3 mm) t f 3/8" (10 mm) 2,000 pcs X-HSN 24 pallet fastener/cartridge combo 1/8" (3 mm) t f 3/8" (10 mm) 32,000 pcs DX 460-SM Decking System Tools Description Notes Qty DX 460-SM Hand Held Decking Tool 1 pcs Accessories Description Notes Qty Magazine X-SM Replacement magazine for DX 460-SM 1 pcs Piston X-AP PSM Replacement piston for DX 460-SM 1 pcs Buffer (reinforced) X-460-B Replacement buffer for DX-460-SM 1 pcs Fasteners (Combos with 10-strip cartridges for DX 460-SM) Description Base Steel Thickness Qty X-HSN 24 bulk fastener/cartridge combo 3/" (5 mm) t f 3/8" (10 mm) 1,000 pcs X-HSN 24 pallet fastener/cartridge combo 3/" (5 mm) t f 3/8" (10 mm) 32,000 pcs 126 Hilti, Inc. (US) I en español I Hilti (Canada) Corp I I Direct Fastening Technical Guide 15