Deck Fasteners for Attachment to Bar Joist 3.5.2

Transcript

1 Deck Fasteners for Attachment to Bar Joist Product Description The Hilti bar joist deck fastening system consists of powder-actuated tools that are primarily used with the following fasteners: the X-EDN19 THQ12 and the X-EDNK THQ12, which are available in a collated version. For many bar joist decking projects, the tool of choice will be 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-EDN19 THQ12M or X-EDNK THQ12M fasteners into almost any type of steel deck profile Material Specifications Fastener Designation Fastener Material 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 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. Fastener Plating Nominal Fastener Hardness X-EDN19 THQ12 Carbon Steel 5 µm Zinc 1 55 HRC X-EDNK THQ12 Carbon Steel 5 µm Zinc 1 55 HRC 1 ASTM B633, SC 1, Type III. Reference Section for more information Technical Data 1, 2, 3,4 Allowable Pullout Loads for Attachments to Steel Base Material Fastener Base Material Thickness (in.) 1/8 3/16 1/4 3/8 X-EDN19 THQ (1.52) 440 (1.97) 540 (2.42) X-EDNK THQ (1.95) 5 (2.33) 5 (2.33) 1 These values represent testing performed in ASTM A36 plate steel. 2 Based upon 1/2" point penetration. 3 The values must be compared with allowable tensile pullover values. 4 Allowable values based on safety factor of Product Description Material Specifications Technical Data Ordering Information X-EDN19 THQ12M X-EDNK THQ12M Approvals/Listings ICC-ES (International Code Council) ESR-2776, ESR-2197, ESR-1735P, ESR-1414 COLA (City of Los Angeles) RR 25877, RR FM (y Mutual) For attaching Class 1 Steel Roof Decks with 1-60 and 1-90 wind uplift ratings. Listed for higher wind uplift ratings with FM Approved Lightweight Insulating Concrete Roof Deck Assemblies. Refer to FM RoofNav for specific assembly listings. UL (Underwriters Laboratories) Fasteners for attaching steel roof deck (uplift and fire classification) ABS (American Bureau of Shipping) Allowable Pullover and Bearing Loads for Attaching Steel Deck 3,4,5 Fastener Steel Deck (in.) 16 (0.0598) (0.0474) (0.0358) (0.0295) 24 (0.0239) 26 (0.0179) X-EDN19 THQ X-EDNK THQ12 2 (3.19) (4.29) (2.53) (3.45) (1.91) (2.64) (1.56) (2.) (1.43) (1.80) (1.03) (1.36) 1 For base steel thickness 3/16" (5 mm) to 3/8" (10 mm). 2 For base steel thickness 1/8" (3 mm) to 1/4" (6 mm). 3 Allowable values are based on a safety factor of For alternate pullover capacities and factors of safety for uplift, refer to SDI Diaphragm Design Manual. 5 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

2 914 mm Deck Fasteners for Attachment to Bar Joist 36/9 914/9 914 mm Allowable Stress Design (ASD)- Allowable Diaphragm s,, (plf) and Stiffness s, 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-EDN19 or X-EDNK Fasteners with 36/9 or End and Interior Support Fastener Patterns 1,2,3, Span (ft- in.) 4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0" Fasteners Per Sheet To 36/9 Support S ASD G' mm 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 ranging from 3/16" to 3/8". For attachment to base steel thicknesses less than 3/16", diaphragm shear values for the X-EDNK fasteners should be calculated in accordance with Section Tabulated ASD diaphragm shear loads are calculated with a safety factor (Ω) of 2.35 for wind loads. To calculate ASD values for load combinations involving earthquake, multiply values in table by 2.35 and divide by a safety factor (Ω) of Panel buckling has been checked. 5 To convert from sidelap spacing (SS) to sidelaps per span (SPS), use the following formula: SPS=((span, ft) x 12)/(SS, in.). Round up to the next whole 1 Hilti, Inc. (US) I en español I Hilti (Canada) Corp I I Direct Fastening Technical Guide 13

3 914 mm Deck Fasteners for Attachment to Bar Joist /5 36/4 914/5 914 mm Allowable Stress Design (ASD)- Allowable Diaphragm s,, (plf) and Stiffness s, 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-EDN19 or X-EDNK Fasteners with 36/5 or 36/4 End and Interior Support Fastener Patterns 1,2,3, Span (ft- in.) 4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0" Fasteners Per Sheet To Support 36/5 914/ S ASD G' mm G' G' G' 36/ / G' G' G' G' / G' G' mm G' G' G' G' G' Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses ranging from 3/16" to 3/8". For attachment to base steel thicknesses less than 3/16", diaphragm shear values for the X-EDNK fasteners should be calculated in accordance with Section Tabulated ASD diaphragm shear loads are calculated with a safety factor (Ω) of 2.35 for wind loads. To calculate ASD values for load combinations involving earthquake, multiply values in table by 2.35 and divide by a safety factor (Ω) of Panel buckling has been checked. 5 To convert from sidelap spacing (SS) to sidelaps per span (SPS), use the following formula: SPS=((span, ft) x 12)/(SS, in.). Round up to the next whole Hilti, Inc. (US) I en español I Hilti (Canada) Corp I I Direct Fastening Technical Guide

4 914 mm Deck Fasteners for Attachment to Bar Joist 36/9 914/9 914 mm Load Resistance Design (LRFD)- ed Resistance Diaphragm s,, (plf) and Stiffness s, 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-EDN19 or X-EDNK Fasteners with 36/9 or End and Interior Support Fastener Patterns 1,2,3, Span (ft- in.) 4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0" Fasteners Per Sheet To 36/9 Support S LRFD G' mm 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 ranging from 3/16" to 3/8". For attachment to base steel thicknesses less than 3/16", diaphragm shear values for the X-EDNK fasteners 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. 5 To convert from sidelap spacing (SS) to sidelaps per span (SPS), use the following formula: SPS=((span, ft) x 12)/(SS, in.). Round up to the next whole 1 Hilti, Inc. (US) I en español I Hilti (Canada) Corp I I Direct Fastening Technical Guide 13

5 914 mm Deck Fasteners for Attachment to Bar Joist /5 36/4 914/5 914 mm Load Resistance Design (LRFD)- ed Resistance Diaphragm s,, (plf) and Stiffness s, 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-EDN19 or X-EDNK Fasteners with 36/5 or 36/4 End and Interior Support Fastener Patterns 1,2,3, Span (ft- in.) 4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0" Fasteners Per Sheet To Support 36/5 914/ S LRFD G' mm G' G' G' 36/ / G' mm G' G' G' /9 G' G' mm G' G' G' G' S LRFD G' Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses ranging from 3/16" to 3/8". For attachment to base steel thicknesses less than 3/16", diaphragm shear values for the X-EDNK fasteners 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. 5 To convert from sidelap spacing (SS) to sidelaps per span (SPS), use the following formula: SPS=((span, ft) x 12)/(SS, in.). Round up to the next whole Hilti, Inc. (US) I en español I Hilti (Canada) Corp I I Direct Fastening Technical Guide

6 914 mm 914 mm Deck Fasteners for Attachment to Bar Joist 914/9 914/9 (36/9) 914/7 914/7 () c 914 mm 914 mm Limit States Design (LSD)- ed Resistance Diaphragm s,, (N/mm) and Stiffness s, 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-EDN19 or X-EDNK Fasteners with 914/9 (36/9) or 914/7 () End and Interior Support Fastener Patterns 1,2,3,4 36/9 900 mm O.C. 300 mm O.C. 150 mm O.C. 900 mm O.C. 300 mm O.C. 150 mm O.C. 900 mm O.C. 300 mm O.C. 150 mm O.C Fasteners Per Sheet To Support 914/ G' mm mm G' G' G' G' mm G' G' G' G' G' G' G' G' G' G' Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses ranging from 5 mm to 10 mm. For attachment to base steel thicknesses less than 5 mm, diaphragm shear values for the X-EDNK fasteners should be calculated in accordance with Section Tabulated LSD diaphragm shear loads are calculated with a phi factor (Φ) of 0.65 for wind loads. To calculate LSD 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. 5 To convert from sidelap spacing (SS) to sidelaps per span (SPS), use the following formula: SPS=(span, mm)/(ss, mm). Round up to the next whole 1 Hilti, Inc. (US) I en español I Hilti (Canada) Corp I I Direct Fastening Technical Guide 13

7 914 mm 914 mm c Deck Fasteners for Attachment to Bar Joist /4 914/5 914/5 (36/5) 914/4 914/4 (36/4) 914 mm 914 mm Limit States Design (LSD)- ed Resistance Diaphragm s,, (N/mm) and Stiffness s, 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-EDN19 or X-EDNK Fasteners with 914/5 (36/5) or 914/4 (36/4) End and Interior Support Fastener Patterns 1,2,3,4 36/5 900 mm O.C. 300 mm O.C. 150 mm O.C. 900 mm O.C. 300 mm 36/9O.C. 150 mm 152 O.C. mm 900 mm O.C. 300 mm O.C. 150 mm O.C. 914/ Fasteners Per Sheet To Support 914/ G' mm mm G' G' G' 914/ / G' mm mm G' G' G' / G' G' mm mm G' G' G' G' mm G' Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses ranging from 5 mm to 10 mm. For attachment to base steel thicknesses less than 5 mm, diaphragm shear values for the X-EDNK fasteners should be calculated in accordance with Section Tabulated LSD diaphragm shear loads are calculated with a phi factor (Φ) of 0.65 for wind loads. To calculate LSD 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. 5 To convert from sidelap spacing (SS) to sidelaps per span (SPS), use the following formula: SPS=(span, mm)/(ss, mm). Round up to the next whole Hilti, Inc. (US) I en español I Hilti (Canada) Corp I I Direct Fastening Technical Guide

8 3.5.2 Deck Fasteners for Attachment to Bar Joist c Limit States Design-ed Resistance Diaphragm Tables for Deck Fasteners (Canada) 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-EDNK/EDN19 w/screwed sidelaps (Canada only) 1,2,3 Diaphragm Table 36-7 w/x-ednk/edn19 Metric No. of Transverse Nails per 900 mm Wide Deck Units=7 (every flute) Connection #10 Screw at #10 Screw at #10 Screw at 300 mm O.C. #10 Screw at 150 mm O.C. Deck Thickness 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 w/ X-EDNK/EDN19 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-EDNK/EDN19 w/screwed sidelaps (Canada only) 1,2,3 No. of Transverse Nails per 900 mm Wide Deck Units=4 (every other flute) Connection #10 Screw at #10 Screw at #10 Screw at 300 mm O.C. #10 Screw at 150 mm O.C. Deck Thickness 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 w/ X-EDNK/EDN19 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-EDNK/EDN19 (Canada only) 1,2,3 No. of Transverse Nails per 900 mm Wide Deck Units=7 (every flute) Connection Button Punch Button Punch Button Punch 300 mm O.C. Button Punch 150 mm O.C. Deck Thickness 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 of 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 13

9 c Deck Fasteners for Attachment to Bar Joist Limit States Design-ed Resistance Diaphragm Tables for Deck Fasteners (Canada) 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-EDNK/EDN19 (Canada only) 1,2,3 Diaphragm Table 36-4 w/x-ednk/edn19 Metric No. of Transverse Nails per 900 mm Wide Deck Units=4 (every other flute) Connection Button Punch Button Punch Button Punch 300 mm O.C. Button Punch 150 mm O.C. Deck Thickness 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 w/ X-EDNK/EDN19 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-EDNK/EDN19 (Canada only) No. of Transverse Nails per 600 mm Wide Deck Units=5 (every flute) Connection Button Punch Button Punch Button Punch 300 mm O.C. Button Punch 150 mm O.C. Deck Thickness 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 of 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

10 3.5.2 Deck Fasteners for Attachment to Bar Joist Ordering Information DX 860-HSN Decking System Tools DX 860-HSN Stand-Up Decking Tool Use on Demand service provides daily rental 1 pcs Accessories Spare Set (HSN Piston and Brake) Piston and brake for DX 860-HSN 1 pcs Fasteners (Combos with 40-strip Cartridges) X-EDN19 Bulk Fastener/Cartridge Combo 3/16" (5 mm) t f 3/8" (10 mm) 2,000 pcs X-EDN19 Pallet Fastener/Cartridge Combo 3/16" (5 mm) t f 3/8" (10 mm) 32,000 pcs X-EDNK Bulk Fastener/Cartridge Combo 1/8" (3 mm) t f 1/4" (6 mm) 2,000 pcs X-EDNK Pallet Fastener/Cartridge Combo 1/8" (3 mm) t f 1/4" (6 mm) 32,000 pcs DX 460-SM Decking System Tools DX 460-SM Hand Held Decking Tool 1 pcs Accessories 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) X-EDN19 Bulk Fastener/Cartridge Combo 3/16" (5 mm) t f 3/8" (10 mm) 1,000 pcs X-EDN19 Pallet Fastener/Cartridge Combo 3/16" (5 mm) t f 3/8" (10 mm) 32,000 pcs X-EDNK Bulk Fastener/Cartridge Combo 1/8" (3 mm) t f 1/4" (6 mm) 1,000 pcs X-EDNK Pallet Fastener/Cartridge Combo 1/8" (3 mm) t f 1/4" (6 mm) 32,000 pcs 126 Hilti, Inc. (US) I en español I Hilti (Canada) Corp I I Direct Fastening Technical Guide 13