steel deck fastening systems - hilti...hilti steel deck fastening systems have been extensively...

2014 Supplement to HiltiNorth American Product

Technical Guide

Hilti. Outperform. Outlast.

STEEL DECKFASTENING SYSTEMS

Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I PTG Decking Supplement 2014

Steel Deck Fastening Systems

Why use Hilti steel deck fastening systems?Innovative Hilti deck fastening systems offer many advantages to the steel erector, contractor, structural engineer, architect, building official and owner.

RELIABILITY

• Ductileandtough,knurledshanksteelfasteningsimproveresistancetowindandseismicforces

• Consistentperformanceinroughprojectsiteconditions,largelyindependentofoperatorskilllevel

• CodecompliantandtestedtothelatestICC-ESAC43requirementsforIBCrecognition.

• FMandULapprovedforwindandfireresistance;SDIandCSSBIlisted

TECHNICAL SUPPORT

• Localfieldengineersandsteelandmetalprojectspecialistsavailabletoassistwithtrainingandguidanceondesignandspecification

• Professionaldeckingsubmittalsforsteelerectorscontractors

• ProfisDFDiaphragmDesignSoftwarewithoptimizationfeaturesforstructuralengineers

• Designloadtables,guidelinespecificationsandCADdetails

SAFETY TRAINING

• HiltiDeckFasteningTrainingManual

• FreeANSIA10.3OperatorSafetyTrainingandmanufacturerlicensing

• LocalHiltiAccountManagersandFieldEngineersavailableonthejobsite,everyday,toassistinmakingsuresteelerectorsknowhowtodoitrightthefirsttime

HEALTH, SAFETY AND WELFARE

• Self-containedfasteningsystemdesignedtothehighestlevelofsafety

• Noassociatedworkerhealthhazardssuchastoxicfumesfromwelding

• Noburns,nofirehazards,noelectricalpowercordsortrippingandfallhazards

• Reducedworkerbackstresswithergonomicstand-upfasteningtools

APPEARANCE

• Nounsightlyweldburnthrough;noneedfortouchuppaintorzinccoatingsaswhendamagedbywelding

• Easyvisualidentificationofproperinstallation

• Cleanfasteningappearancewithreducedneedforre-fastening

PRODUCTIVITY

• Ergonomicstand-updeckfasteningtoolswithfasteningspeedssignificantlyfasterthanothermeans(e.g.welding,screwing,punching)

• Quickset-uptimeforloading,re-loadingandtroubleshooting;lesserectiontimeinthecontrolleddeckingzone

• TotalinstalledcostscanbesignificantlylessthanAWSarcspotpuddlewelding;nospecialtoolsrequiredforproprietarydecktypes

• UseOnDemandandToolFleetManagementtoolplacementoptionsforerectors

Deck Fastening Technical Guide Table of Contents


Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I PTG Decking Supplement 2014 1

Hilti steel deck fastening systems have been extensively evaluated and hold all relevant building code approvals and evaluations including ICC-ES, COLA, FM and UL.

Please see the sections 1.2, 1.3, 1.4 and 1.5 for more information on specific product approvals, evaluations and application limits.

X-ENP-19 Fastening System for Structural Steel

X-HSN 24 Powder-Actuated and Racing Tip Screw Fastening Systems

for Bar Joist or Gauge Purlin

SLC-01 and SLC-02 Sidelap Fastening Systems

Section Description Page1.1 Steel Deck Fastener Design and Selection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21.1.1 Terminology and Definitions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21.1.2 Steel Deck Diaphragm Design and Theory . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41.1.3 Fastener, Tool and Cartridge Selection. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 101.1.4 Submittal Information for Roof Deck . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 141.1.5 Submittal Information for Floor Deck . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 151.1.6 Fastener Quantity Estimation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 161.1.7 Common Steel Deck Dimensions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 1.1.8 Diaphragm Shear and Stiffness Calculations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17 1.1.9 How to use Diaphragm Shear Tables . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 241.2 X-HSN24 for Fastening Deck to Bar Joist . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25 X-HSN 24 fastener for attachment of many types of steel deck to bar joist from 1/8 inch to 3/8 inch thick1.3 X-ENP-19 for Fastening Deck to Structural Steel . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35 X-ENP-19 fastener for attachment of many types of steel deck to structural steel greater than or equal to 1/4-inch thick1.4 Racing Tip Screw Deck Fastening System . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 45 Hilti S-MD 12-24x1-5/8 M HWH5 Racing Tip fastener for attachment of many types of steel deck to gauge purlin or thin bar joist1.5 SLC Sidelap Connectors for Fastening Deck to Deck . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 53 S-SLC 01 and S-SLC 02 sidelap connectors and Hilti No. 10 HWH screws for many types and gauges of steel deck1.6 Optimized Diaphragm Shear Tables . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 551.7 X-HVB Shear Connector . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 61 Mechanically attached X-HVB shear connector for use in composite beam construction with steel beams and concrete slabs

1.1 Steel Deck Fastener Design and Selection


2 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I PTG Decking Supplement 2014

1.1. Terminology and Definitions1.1.1.1 Fastener TerminologyDX = Hilti terminology for direct fastening powder-actuated technology

ENP = Hilti fastener type used for attaching steel deck to structural support steel with DX 76 and DX 860-ENP powder-actuated tools (X-ENP19 L15)

F = diaphragmflexibilityfactor, micro-inch/lb (mm x 10-6/N)

G' = diaphragm shear stiffness lb/in. (N/mm x 10-6)

HSN = Hilti High Shear Nail fastener type for attaching steel deck to bar joist support steel used with DX 860-HSN and DX 460-SM powder-actuated tools (X-HSN 24)

q = allowable diaphragm shear, plf (N/mm)

Qf = structural connector strength, lb (kN)

Qs = fastener strength, panel to panel, lb (kN)

Sf = fastenerflexibilityfactor,paneltoframe, in./kip (mm/kN)

Ss = fastenerflexibilityfactor,paneltopanel, in./kip (mm/kN)

t f ( t || ) = flangethicknessofbeamorbarjoistforsteel deck applications, in. (mm)

ICC-ES = International Code Council - Evaluation Service

SDI = Steel Deck Institute

CSSBI = Canadian Sheet Steel Building Institute

1.1.1.2 X-HVB Shear Connector Terminology

hr = nominal rib height, in. (mm)

Hs = connector height, in. (mm)

Nr = number of connectors in one rib

q = allowable shear strength, lb (kN)

Qn = nominal shear strength, lb (kN)

Rg = coefficienttoaccountforgroupeffect

wr = average width of rib, in. (mm)

Ycon = distance from top of steel beam to top of concrete slab, in. (mm)

1.1.1.3 Steel Deck DefinitionsBase Material - The existing part of the work that is a base for the fastening. The structural steel or bar joist framing members in steel deck applications.

Beam - One of the principal horizontal supporting members of a building.

Burn through - Unintended welding-related holes created in steel deck.

Button punch - A mechanical means of connecting two pieces of sheet metal together by crimping with a special tool. This method is used on BI or interlocking deck panels.

Direct fastening - A fastening method in which the fastenings are made without any preparation steps such as drilling a hole. Examples are powder-actuated fastening and self-drilling screws.

Diaphragm deck - A decking system which is designed to carry lateral loads due to wind or seismic action in addition to gravity loads and wind uplift.

Endlap - The overlap of adjacent steel deck panels at the ends of the panels (end edges perpendicular to the steel deckpanelfluting).Typicallyspecifiedas2or4inches. Butted deck with no endlap is used for some steel deck (e.g., cellular).

Fastener pattern - The number and spacing of fasteners at each support for a steel deck panel.

Fastened material - The component that must be attached to the base or supporting material.

Fastening - The combination of fastener, fastened material andbasematerialallinfinalposition.

Fastening system - The fastener, fastening tool and driving powersourcealltakentogetherasasystemwithspecificperformance characteristics.

Gauge - A measure of thickness for sheet metal. Reference Section 1.1.7 for common steel deck gauges.

Interlocking sidelap (BI Connection) - Steel deck panels having male and female side edges. The adjacent deck panel male and female edges interlock into each other when the deck is installed. The interlocks are fastened together using button punches, proprietary punch systems, welds, or screws.

Joist - A structural member in a building which is used to supportafloororroof.

Steel Deck Fastener Design and Selection 1.1



Nestable sidelap - Steel deck type in which the side edge ofasteeldeckpanelcontainsapartialvalleyprofileandoverlaps, or “nests" on top of the side edge of the adjacent steeldeckpanel,whichcontainsafullvalleyprofile.Oftenfastened together using self-drilling stitch screws.

Non-diaphragm deck - A steel deck system which is designed to carry only gravity loads.

Powder-actuated cartridge - Apowderfilledmetalcasingused as the source of driving energy in a powder-actuated tool. The ANSI A10.3 terminology is a “cased powder load."

Powder-Actuated Fastener (PAF) - A nail or threaded stud fastener capable of being driven into steel, concrete or masonry. Fasteners may be equipped with washers suitable for clamping the fastened material to the base or supporting material. Also referred to as Hilti DX, powder-actuated fasteners (PAF), power-driven fasteners (PDF), drive pins or shot pins.

Powder-actuated, Indirect-acting tool - A powder-actuated tool in which the expanding gas of the powder load acts on a captive piston, which in turn drives the fastener into the base material. If the test velocity of the lightest fastener when using the strongest powder load is less than 328 fps (100 m/s), the tool meets the ANSI A10.3 requirements and is classifiedasalow-velocitytool.AllHiltipowder-actuatedtoolsusedintheconstructionindustryareclassifiedaslow-velocity.

Profis DF Diaphragm Software - Hilti developed, revolutionary design and submittal generator program. It incorporates a powerful design optimization feature to produce cost-effective and reliable steel deck solutions.

Pullout - As related to fasteners, a failure mode that occurs when the fastener pulls out of the base steel support.

Pullover - As related to fasteners, a failure mode that occurs when the steel deck panel pulls over the fastener head or washer(s).

Punch systems - A mechanical means of connecting two pieces of sheet metal together by punching through the steel tocreateaflapofmetalwhichisthencrimped.Thisisdonewith a proprietary pneumatic tool on interlocking deck panels.

Purlin - A secondary horizontal structural member attached to the primary frame and supporting the roof covering.

Sidelap - The side edge overlap of adjacent steel deck panels(sideedgesparalleltothesteeldeckpanelfluting).

Stitch screws - Screws used to fasten the overlapping edges of two deck panels between joists or beams.

Tack weld - Aweldofnostructuralsignificance.Usedfortemporary attachment of steel to the supporting frame. A weldmadetoholdthepartsinproperalignmentuntilthefinalwelds are made.

Uplift - Vertical load on the steel deck panels due to wind forces.

Wind tacking - Limited fastening of the steel deck panel attheedgestoholdthepanelsinplaceuntilallspecified fastenings have been made.




A steel deck diaphragm is a horizontal assembly that resists wind, seismic and other lateral forces. A diaphragm can be modeled as a horizontal beam with interconnected floor and roof deck units that act as the beam web. Intermediate joists or beams act as web stiffeners and perimeter beams or reinforcement on the diaphragm perimeter act as the beam flanges. Figure 1, based on graphics from the Steel Deck Institute (SDI) Diaphragm Design Manual, depicts a roof deck diaphragm model.

Design of steel deck diaphragms has traditionally been done using the Steel Deck Institute (SDI) Diaphragm Design Manual or Technical Manual (TM) 5-809-10 Seismic Design for Buildings, Departments of the Army, Navy and Air Force (Tri-Services Design Manual). Both methods provide the basic equations for determining the strength and stiffness of the diaphragm considering the following parameters:

1. Steel Deck Profile Type and Thickness2. Supporting Steel Frame Spacing or Deck Span3. Frame Fastener Type and Spacing (connector for steel

deck to steel frame)4. Sidelap Fastener Type and Spacing (connector for steel

deck panel edge to edge)5. Safety Factors (ASD) or Resistance Factors (LRFD/LSD)

based on load type (wind, seismic, other) and fastening type (mechanical, weld)

ICC Evaluation Services recognizes both design methods as acceptable in AC43, Acceptance Criteria for Steel Deck Roof and Floor Systems. An ICC Evaluation Service Report (ESR) based on ICC-ES AC43 provides recognition for use with the IBC. Hilti deck fasteners are currently listed in the SDI DDM03 and Appendix VI, VII and VIII and were evaluated in ICC-ES ESR-3592, ESR-2776 and ESR-2197. Hilti deck fastener performance with proprietary sidelap clinching systems is also documented in ESR-1735P, ESR-1116, ESR-1169, ESR-1414 and ESR-2408. Additional industry research on quasi-static and seismic/cyclic load performance of diaphragms is ongoing. Other system approvals and evaluation reports are pending.

1.1.2.1 General Discussion1.1.2 Steel Deck Diaphragm Design and Theory

Many small element and full scale test programs have been conducted using Hilti deck fasteners to evaluate their performance.

1. Small Element Connection Tests

Small element connection tests are used to determine fastener pullout, pullover and lap-joint shear strength and stiffness with sheet steel and base steel representative of typical construction. The data is analyzed and used in a predictive model to calculate the performance of the larger steel deck diaphragm assembly or system. These tests are conducted in accordance with the following standards, and shown in Figure 2.

• AISIS905TestMethodsforMechanicallyFastenedCold-Formed Steel Connections

• ASTME1190StandardTestMethodsforStrengthofPower-Actuated Fasteners Installed In Structural Members

• ICC-ESAC70AcceptanceCriteriaforFastenersPowerDriven Into Concrete, Steel and Masonry Elements

• ICC-ESAC118AcceptanceCriteriaforTappingScrewFasteners

1.1.2.2 Fastener Test ProgramsFigure 1: Diaphragm Model




2. Full Scale Diaphragm System Tests

Full scale diaphragm system tests are used to determine the strength and stiffness of a larger steel deck diaphragm assembly directly. The data is analyzed and fit in a predictive model to address varying configurations of base steel, steel deck, specific fastener combinations and spans. These tests are conducted in accordance with the following standards and shown in Figures 3, 4 and 5.

• ICC-ESAC43AcceptanceCriteriaforSteelDeck Roof and Floor Systems

• AISIS907CantileverTestMethodforCold-FormedSteel Diaphragms

• ASTME455StandardTestMethodforStaticLoad Testing of Framed Floor or Roof Diaphragm Constructions for Buildings

Figure 2: Small Element Connection Tests

Figure 3: ICC-ES AC43 Diaphragm Test Frame Schematics

24'-0"

30'-0"

Figure 4: AC43 Diaphragm Test FrameFastening Systems Research Laboratory (FSRL), Schaan, Liechtenstein




Hilti powder-actuated deck fasteners are recognized alternatives to arc spot puddle welds and self-drilling screws. The fasteners can be used on roof deck diaphragms as well as composite concrete filled floor diaphragms. Hilti provides training for powder-actuated tool operators in accordance with ANSI A10.3 Safety Requirements for Powder-Actuated Fastening Systems.

Extra care must be taken at the endlap and corner lap conditions where multiple layers of steel deck nest or interlock on adjacent panels. It is particularly important that endlap and corner lap conditions of two and four deck layers must be snug and tight against one another and the supporting steel frame in order for the fastening to be made as shown in Figure 8. Tight endlap and corner lap requirements are independent of the fastening type and contribute directly to the performance of arc spot welds, screws, powder-actuated fasteners, punches and crimps/clinches. If the steel deck endlaps and corner laps are not tight, a proper fastening cannot be made.

Steel deck installers must layout deck properly and markframe fastening lines in order to ensure that steel deckpanels are connected to the supporting steel frame. Markingframe fastening lines is essential when attaching steel deckto thin base steels (tII < 1/4"), including open web steel joists.For all applications, the fasteners should be installed at least 3/8" (10 mm) from the edge or toe of the joist top chord or light steel beam flange. Additionally, when installing into a bar joist top chord (angle), the fasteners need to be installed at a distance from the angle, bx≤8xtII. Reference Figure 7 for edge distance and bx dimensions.

Hilti Mechanical Fastening Systems Provide Superior Solutions for Attaching Steel Deck to Steel Support Members

•ConsistentFasteningQuality•HighProductionRate•NoBurnThroughsorJoistDamagefromWelding•SuperiorCyclicLoadPerformance

1.1.2.3 Proper Fastener Selection and Steel Deck Layout (Pre-Fastener Installation)

Figure 6: Hilti Deck Fastener Selection Gauge

Figure 8: Tight Nesting of Steel Deck Sheets

Figure 7: Edge Distance Recommendations

Rolled beam or wide flange shape

Angles or joist top chords

Figure 5: AC43 Deck Diaphragm Load Displacement Curve

Load

(kip

s)

Displacement [inch]

bx≤8t||

bx

≥3/8" ≥3/8"

t||

t||

Selection of the proper Hilti deck fastener depends on the supporting base steel thickness as shown in Section 1.1.3.1. The Hilti Deck Fastener Selection Gauge shown in Figure 6 should be used by the decking installer to confirm fastener selection. The cut-out slot on the gauge is fit against the bar joist top chord or steel beam flange. As the internal card slides in the gauge, the proper Hilti deck fastener is highlighted with a green box. A red box indicates that the corresponding Hilti deck fastener is outside the base material application limits and should not be used for steel deck fastening to the base material being gauged.




Steel deck construction projects may present a challenge with respect to the quality control of connections between sheet steel and the supporting steel structure. Quality control for traditional fastening methods may present a challenge as they typically consist of visual checks and dimensional or size verifications, which may or may not confirm a proper fastening. Field verification of the adequacy of powder-actuated mechanical steel deck fastenings can be conducted as described in this section.

The use of mechanical fasteners does not imply a need to inspect every fastening point unless specified by the Structural Engineer. No guideline standards are published by SDI, AWS, AISC or OSHA for percentages of steel deck connections that must be checked or that can be unsatisfactory. This determination must be made by the StructuralEngineerandAuthorityHavingJurisdiction.

Hilti has multiple services and aids in place that help ensure steel deck fastenings are done correctly the first time. Together with a commitment to field quality control by the steel deck installer, these systems may alleviate the need for post-fastener installation inspection. Hilti has over one thousand Account Managers and Field Engineers available for training steel deck installers. This hands-on training includes the use of the Hilti Powder-Actuated Tools in accordance with ANSI A10.3 safety requirements, use of the Deck Fastener Selector Gauge, proper steel deck layout

and end/corner lap nesting as discussed in Section 1.1.2.3. Proper powder-actuated fastener, tool and cartridge selection as discussed in Section 1.1.3, as well as the use of the Hilti Power Adjustment Guide, shown in Figure 9 and discussed in more detail in Section 1.1.3.3, are also key elements of the installer training. Furthermore, the Hilti DX 860-HSN tools come equipped with piston brakes, which virtually eliminate the possibility of overdriven fasteners.

There are three main characteristics of proper fastenings that must be considered:

1. Fasteners installed in proper locations. The fasteners must be installed in the proper steel deck valleys or flutes in accordance with the structural roof and floor deck plans and design, and in the proper location in the base steel (Reference

Section 1.1.2.3). The fastener point must penetrate into, but not necessarily through, the supporting steel (top chord or flange), depending on the fastener/deck/base steel configuration.

2. Clamping of fastened part to base material. The fasteners must clamp the steel deck down to the base steel (top chord or flange). There should not be any visible gaps between the steel deck and the base steel or between steel deck laps.

3. Washer placement and condition. In general, the fastener washer edges must be clamping the steel deck sheet to the base steel. The washers should not curl upwards away from the deck surface and must not be digging or cutting into the steel deck surface. For the X-HSN 24 fastener, the top hat washer must be compressed. For the X-ENP-19 fastener, the piston mark (indentation) should be clearly visible on the fastener washer as shown in Figure 10.

When the inspector is unclear about the compression of the top hat washer or the piston mark, the Hilti Power Adjustment Guide may be used to measure for optimal powder-actuated fastener nailhead stand-off, hNVS. Note that measuring nail head stand-off does not verify proper fastener embedment unless the steel deck and base material are tightly clamped, with the base steel not deformed or bent. Conversely, measuring nail head stand-off does not confirm an improper fastening. If slightly outside the range, further investigation into the three characteristics of proper fastenings given above should be completed.

The following Figures 11 and 12 provide visual examples of proper and improper steel deck fastenings for Hilti powder-actuated bar joist (X-HSN 24) and structural steel (X-ENP-19 L15) fasteners, respectively.

Inspection of the installed steel deck and installation of roof coverings, insulation and membrane should be done soon after steel deck installation to assist in alleviating corrosion or other issues that could arise due to long-term exposure. Fasteners must be completely protected from the weather within 180 days after installation.

1.1.2.4 Fastener Inspection (Post-Fastener Installation)

Figure 10: X-ENP-19 L15 Piston Mark (indentation)

Piston Mark

Figure 9: Hilti Power

Adjustment Guide




Figure 11a: Under Driven X-HSN 24 Fastener with Single Sheet to Base Steel

hNVS well above optimal range*

Top Hat not collapsed, not snug against steel deck and not clamping deck sheet to base steel

Figure 11b: Properly Driven X-HSN 24 Fastener with Single Sheet to Base Steel

hNVS within optimal range*

Top Hat properly collapsed, snug against steel deck and clamping deck sheet to base steel

Figure 11c: Over Driven X-HSN 24 Fastener with Single Sheet to Base Steel

hNVS well below optimal range*

Washer cutting into deck sheet, deforming base steel and deck sheet

* Optimal stand-off (hNVS)rangefortheX-HSN24fasteneris5mm≤hNVS≤9mm.




hNVS well above optimal range*

Figure 12a: Under Driven X-ENP-19 Fastener with Single Sheet to Base Steel.

Figure 12b: Properly Driven X-ENP-19 Fastener with Single Sheet to Base Steel

Figure 12c: Over Driven X-ENP-19 Fastener with Single Sheet to Base Steel

hNVS within optimal range*

hNVS well below optimal range*

Washers not clamping deck sheet to base steel

Piston mark (indentation) not visible on fastener Gap visible between washers

Piston mark (indentation) clearly visible on fastener

Washers snug against one another and clamping deck sheet to base steel

Washers cutting into deck sheet, deforming base steel and deck sheet

* Optimal stand-off (hNVS)rangefortheX-ENP-19fasteneris8.2mm≤hNVS≤9.8mm.




X-ENP-19 L15

SLC 01 SLC 02 #10 HWH

X-HSN 24 or S-MD 12-24 x 1-5/8 M HWH5 (Racing Tip 5)

SLC 01 SLC 02 #10 HWH

Solutions for bar joist (open web joists) applications (Reference Section 1.2 and 1.4)

DX 860-HSN

1.1.3 Fastener, Tool and Cartridge Selection

DX 460-SM

Solutions for structural steel applications (Reference Section 1.3)

DX 860-ENP-L

DX 76

SDT 5

SDT 5




Table 2 - Structural steel frame fasteners (Reference Section 1.3)Base

Material1Fastener

Type2Recommended Installation Tool

Structural Steel, Hardened Structural Steel

andHeavyBarJoist t f≥1/4" (6 mm)

X-ENP-19 L15

DX 860-ENP-L

1 Steel base material tensile strength (Fu ) shall be in a range of 58 to 91 ksi.2 X-ENP-19L15fastenersfitinalltypesofdeckexceptAandF.

Table 1 - Bar joist and light structural steel frame fasteners (Reference Section 1.2 and 1.4)

Base Material1

Fastener Type2

Recommended Installation Tool

BarJoistandStructuralSteel 1/8"(3mm)≤tf≤3/8" (10 mm)

X-HSN 243

DX 860-HSN

GaugePurlinandLightBarJoist 0.0598"(1.5mm)≤tf≤1/4" (6 mm)

S-MD 12-24x1-5/8 M HWH5

SDT 5

1 Steel base material strength (Fu ) shall be in the range of 58 to 91 ksi for base steel thicknesses (tf ) less than or equal to 5/16". For base steel thicknesses greater than 5/16", the tensile strength shall be in the range of 58 to 75 ksi.

2 TheX-HSN24andRacingTipFasteningSystemswillfitinalldecktypesexceptA-deck.3 This fastener can be used with structural steel within the thickness ranges shown.

The SDK2 is an SAE 316 stainless steel sealing cap with a neoprene seal. This is installed over the head of the X-ENP-19 fastener using the SDK2 hand setting tool. The SDK2 sealing cap provides added corrosion protection for exposed exterior steel deck applications in accordance with IBC requirements.

Sealing Caps

X-ENP-19 L15 hnvs = 8.2 mm- 9.8 mm

SDK2 Sealing CapSDK2 Setting Tool

Table 3 - Deck-to-deck sidelap fasteners (Reference Section 1.5)2

Deck Gauges

Fastener Type1

Recommended Installation Tool

183 to 26S-SLC 01 M HWH

SDT 5

16 to 22S-SLC O2 MHWH

SDT 5

16 to 26Hilti #10 HWH Screw

SDT 5

1 For use with all types of nestable deck or screwable interlocking deck.2 Other sidelap connector types are possible with Hilti’s powder actuated frame fasteners. Please reference the Steel Deck Institute (SDI)

Diaphragm Design Manual 3rd Edition (DDM03).3 UseofS-SLC01MHWHwith18gaugesteeldeckisrecommendedonlyforstandardtensilestrength(45≤Fu≤65ksi)steeldeck.

For high tensile strength (Fu > 65 ksi) 18 gauge steel deck, use S-SLC 02 M HWH.

Note: The sealing cap and fastener must be installed correctly to achieve a water-resistant seal. Contact Hilti for details.

1.1.3.1 Fastener Selection




1.1.3.2 Tool SelectionBar joist and light structural steel powder-actuated frame tools (Reference Section 1.2)

DX 860-HSN The DX 860-HSN stand up decking tool is a fully automatic powder-actuated tool designed for attaching steel deck to steel base materials. With a high fastening rate and 40-fastener magazine, the DX 860-HSN can significantly help reduce the time it takes to attach deck. Fastenings can be made on very thin support structures without the need for weld washers. Suitable for base steels with a thickness of 1/8" to 3/8". Fastens X-HSN 24 collated fasteners.

DX 460-SM The DX 460-SM decking tool is a medium duty powder-actuated tool with adjustable power regulation used for attaching steel deck to steel base materials. This system is best suited for deck with a flute width of 1/2" or greater and for base steels with a thickness of 3/16" to 3/8". Fastens X-HSN 24 collated fasteners.

Structural steel powder-actuated frame tools (Reference Section 1.3)

DX 860-ENP-L The DX 860-ENP-L is a fully automatic powder-actuated tool designed for attaching steel deck to structural steel beams. The tool has capacity of 1 strip of 40 cartridges and 4 flexible strips of 10 each X-ENP-19 fasteners in an MXR collated configuration.

The DX 860-ENP-L is ergonomically designed to work in an upright position, and can be loaded without the operator bending over. The system is suitable for deck with a flute width of 3/4" or greater and base steels with a thickness of 1/4" or greater.

DX 76 The DX 76 decking system is a heavy duty fastening system consisting of semi-automatic, low-velocity powder-actuated tool, fasteners and cartridges for attaching steel deck to steel base materials. Special features include cartridge power regulation which allows for high productivity. This system is suitable for deck with a flute width of 3/4” or greater and base steels with a thickness of 1/4” or greater. Use with X-ENP-19 fasteners in single, MX or MXR collated configurations.

Gauge purlin and light bar joist screw frame tool and deck-to-deck sidelap fastening tool (Reference Section 1.4 or 1.5)

SDT 5 The SDT 5 stand up decking tool is a steel deck sidelap and frame fastening tool. Combined with the DX 860-HSN or DX 860-ENP-L, these tools deliver a high speed, high productivity system for mechanical attachment of steel deck. The SDT 5 can consistently drive up to 50 S-MD 12-24x1-5/8 M HWH5 frame fasteners or SLC sidelap connectors before reloading. Its comfortable, durable design features an 18 position torque clutch to provide consistent fastening quality. In a competitive market, the SDT 5 represents a major gain in productivity essential to staying on time and on budget.




When installing powder-actuated deck fasteners, it is important for the installed fasteners to have a nailhead stand-off, hNVS, within the specified range. The Hilti Power Adjustment Guide, shown in Figure 13, is a valuable quality assurance aid to the decking foreman. It is primarily intended for power adjustment of the powder-actuated tool. This is done by installing test fastenings into representative base steel and then checking the nailhead stand-off, hNVS, at the beginning of the work to achieve the optimal cartridge and tool power level. This is a critical step in the work because of variations in the structural steel strengths (Fy, Fu) and member thicknesses. By investing time up front and properly correlating the fastening system to actual site materials, most fastening issues can be avoided. During installation, it is also advisable for the foreman to check the work periodically to spot deficiencies before large portions of the deck might be fastened incorrectly. Failure to properly set the tool, fastener and cartridge prior to starting work can decrease fastening quality consistency.

Prior to starting work, the installer shall install a test fastening and check the hNVS using the Hilti Power Adjustment Guide. If necessary, the installer shall adjust the power or force that drives the fastener into the base steel. There are two ways to accomplish this power adjustment. One is by use of different cartridge colors and the other is by adjusting the power regulator on the tool itself.

Cartridge colors available for Hilti decking tools are (in order of increasing power): yellow, blue, red and black. All Hilti decking tools come equipped with a power adjustment capability. The settings on the power regulation dials range from 1 to 4.

Figures 14 and 15 provide the installer with a recommended cartridge color and power setting for Hilti bar joist and structural steel deck fasteners, respectively. These charts are guidelines that the installer can use to start the process of test fastenings discussed above. This also helps ensure the installer will have the proper color cartridges on the project site.

1.1.3.3 Powder-Actuated Cartridge and Power Regulation Selection

1 Cartridge recommendations for the X-ENP-19 fastener are acceptable for all current Hilti Decking Tools for attachment to structural steel. Cartridge recommendations for the X-HSN 24 fasteners are for the DX 860-HSN. Cartridge recommendations for the DX 460-SM can be found in the tool operator manual. Recommendations are guidelines only and require verification on each site.

Figure 15: Cartridge and Power Regulation Guidelines for Structural Steel Deck Fasteners1

Figure 14: Cartridge and Power Regulation Guidelines for BarJoistDeckFastenersinstalledwithaDX860-HSN1

Figure 13: Hilti Power

Adjustment Guide

X-HSN 24

Bas

e m

ater

ial t

hick

ness

t II [in

ches

]

X-ENP-19

Bas

e m

ater

ial t

hick

ness

t II [in

ches

]




1.1.4 Submittal Information for Roof DeckHilti Account Manager: Date:

Phone: DDAATT:

Decking Installer: Hilti Regional Field Engineer:

Contact Name (Last, First): Phone:

Installer Trained by Hilti: l Yes l No, please schedule training Fax/e-mail:

Engineer of Record: Contact Name (Last, First):

Phone: Fax/e-mail:

Project Name: Project Zip Code:

Total Area: Deck Manufacturer:

Building Code: □ 2012 IBC □ 2009 IBC □ 2006 IBC □ Other Design Reference: □ SDI □ ICC-ES □ CSSBI □ Other

Submittal Recipient: □ Decking Installer □ Account Manager □ Other:

Design Diaphragm ShearZone _______ Support Span (ft) _______ Support Steel □ □ Capacity (plf) ________Subst. Frame: □ X-ENP-19 □ RT5 Subst. Sidelap: □ Hilti SLC □ # 10 Screw □ # 12 Screw □ Exposed to Weather □ X-HSN 24 □ Button Punch □ Proprietary Punch SystemDeck Type Deck Gauge Frame Type Frame Pattern Sidelap Type Sidelap Pattern Base Thickness□ B (1.5") □ 24 □ 1/2" PW □ 36 / □ 9 □ #10 Screw □ _____# Per Span □ < 3/16"□ BI (1.5") □ 22 □ 5/8" PW □ 30 / □ 7 □ #12 Screw □ _____(in.) On Center □ 3/16"□ N (3") □ 20 □ 3/4" PW □ 24 / □ 5 □ Button Punch □ 1/4"□ Other □ 18 □ #12 or #14 Screw □ __ / □ 4 □ _______(in.) Top Seam Weld Length □ 5/16" □ 16 □ Other □ 3 □ Proprietary Punch System □ 3/8" □ __ □ Other □ > 3/8"



Notes

Fax or email completed forms to Hilti Technical Support at (918) 459-3004 or [email protected].

BarJoist

Str.Steel

BarJoist

Str.Steel

BarJoist

Str.Steel




1.1.5 Submittal Information for Floor DeckHilti Account Manager: Date:

Phone: DDAATT:

Decking Installer: Hilti Regional Field Engineer:

Contact Name (Last, First): Phone:

Installer Trained by Hilti: □ Yes □ No, please schedule training Fax/e-mail:

Engineer of Record: Contact Name (Last, First):

Phone: Fax/e-mail:

Project Name: Project Zip Code:

Total Area: Deck Manufacturer:

Building Code: □ 2012 IBC □ 2009 IBC □ 2006 IBC □ Other Design Reference: □ SDI □ ICC-ES □ CSSBI □ Other

Submittal Recipient: □ Decking Installer □ Account Manager □ Other:

Design Diaphragm ShearZone _______ Support Span (ft) _______ Support Steel □ □ Capacity (plf) ________Subst. Frame: □ X-ENP-19 □ RT5 Subst. Sidelap: □ Hilti SLC □ # 10 Screw □ # 12 Screw □ X-HSN 24 □ Button Punch □ Proprietary Punch SystemDeck Type Deck Gauge Frame Type Frame Pattern Sidelap Type Sidelap Pattern Base Thickness□ B (1.5") □ 28 □ 1/2" PW □ 36 / □ 9 □ #10 Screw □ _____ # Per Span □ < 3/16"□ BΙ(1.5") □ 26 □ 5/8" PW □ 30 / □ 7 □ #12 Screw □ _____ (in.) on Center □ 3/16"□ N (3") □ 24 □ 3/4" PW □ 24 / □ 5 □ Button Punch □ 1/4"□ 2" x 12" □ 22 □ #12 or #14 Screw □ __ / □ 4 □ ____ (in.) Top Seam Weld Length □ 5/16"□ 3" x 12" □ 20 □ Other □ 3 □ Other □ 3/8"□ 9/16" □ 18 □ __ □ > 3/8"□ Other □ 16

□ Normal Weight Concrete . . □ 3000 psi _________(Inches) Concrete Depth Above Top of Flute□ Lightweight Concrete. . . . . □ 3500 psi □ 4000 psi

□ Insulating Concrete . . . . . . □ 130 psi

□ Perform Calculations based on Shear Studs Present in DesignDeck fastened at a 36/4 pattern with standing seam sidelaps fastened by button punches @ 36" O.C. maximum. Refer to ICC-ES ESR-2197, Tables 10-17, for more details.

Minimum Concrete Shear Reinforcement □ .00075 bw s2 □ .00025 bw s2

Minimum Average Spacing of Shear Studs □ 12" □ 18" □ 24" □ 30" □ 36"

Minimum Welded Wire Fabric for Tabulated Shear Values □ 6 x 6 – W 1.4 x W 1.4 □ 6 x 6 – W 2.0 x W 2.0 □ 6 x 6 – W 2.9 x W 2.9 □ 6 x 6 – W 4.0 x W 4.0 □ 4 x 4 – W 4.0 x W 4.0 □ 6 x 6 – W 7.5 x W 7.5 □ 6 x 6 – W 8.3 x W 8.3

Notes

Fax or email completed forms to Hilti Technical Support at (918) 459-3004 or [email protected].

BarJoist

Str.Steel




1.1.6 Fastener Quantity EstimationTable 4 - Frame fasteners per square of roof1,2,3

Fastener Pattern

Fastener spacing

Support Spacing, ft4.0 4.5 5.0 5.5 6.0 6.5 7.0 8.0

36/11 6" 78 69 63 59 53 50 46 4036/9 6" 61 56 50 45 43 39 36 3336/7 6" 53 48 43 39 37 34 32 2836/5 6-12-12-6 37 33 30 28 26 24 23 2036/4 12" 29 26 22 22 21 19 18 1636/3 18" 21 19 17 16 15 14 13 1230/6 6" 53 48 43 39 37 34 32 2830/4 6-18-6 34 30 28 26 24 22 21 1930/3 12-18 24 22 20 19 17 16 15 1424/5 6" 53 48 43 39 37 34 32 2824/3 6" 29 26 22 22 21 19 18 1624/4 8" 41 37 34 31 29 27 25 22

1 HiltiProfisDFDiaphragmsoftwarealsoestimatesfastenerquantities.2 Estimated quantities are for one square of decking. A square of roof decking is an area of 100 ft2.

No provision is made for waste. Perimeter fastening spacing is based on 12" on-center assumption. 3 For interlocking sidelaps, add 15% to quantities in table.

Table 6 - Steel deck gauge (GA) inch and millimeter equivalent2,3

Gauge (GA)

Nominal Sheet Steel Thickness, t

in. (mm)16 0.0598 (1.52)18 0.0474 (1.21)20 0.0358 (0.91)22 0.0295 (0.76)24 0.0239 (0.61)26 0.0179 (0.45)28 0.0149 (0.38)

1 Dimensions shown are typical. However, the Structural Engineer should always consult with the steel deck manufacturer onthedimensionsforthespecificproductas they can vary depending on the manufacturer.

2 Deck gauge inch equivalents taken from SDI Diaphragm Design Manual. Millimeter equivalents taken from CSSBI Design of Steel Deck Diaphragms.

3 Calculations to produce diaphragm shear tableswiththedeckprofilesandgaugesshownarepossiblewithHiltiProfisDFDiaphragm software.

6"

2.5" 1.5"

1.75" 36"

6"1.75"

1.5"

2.5" 3.5"

36"

2.75"

24"

8"

0.75

"1.75"

3"

0.5"36"

6"

1.5"

1.75"

36"

12"

7.25"

4.75"

3"

0.75

"

1"

1"

1.5" 2.5"

30"

9/16

"

Table 5 - Common steel deck types and dimensions1,3

Deck Type

Common Thickness

Standard Dimensions

B 16-24 GA

BI 16-24 GA

N 16-22 GA

F 18-22 GA

Composite Deck 16-22 GA

Form Deck 24-28 GA

1.1.7 Common Steel Deck Dimensions

Sidelap fastener estimationTo estimate the number of sidelap screws onasteelrooforfloordeckproject,multiply the total deck area in square feet times the number of required stitch screws per span and then divide by the sheet width times the joist spacing (both in feet). A 5% contingency is also recommended for waste and loss.

Example:Total area: . . . . . . . . 50,000 square

feetSheet width: . . . . . . . 36" = 3 ftJoistspacing: . . . . . . 5 ftNo. of sidelap fasteners per span: 5

# of screws needed =50,000 ft2 x 5 x 1.05 = 17,5003 ft x 5 ft




For other steel deck diaphragm conditions (e.g. deck profile, deck gauge, concrete-filled, etc.) not represented in the tables found in this section, use Hilti Profis DF Diaphragm software or reference ICC-ES ESR-2197.

Steel deck diaphragm strength design equations:

, plf (Eq. 2.2-2)

, plf (Eq. 2.2-4)

, plf (Eq. 2.2-5)

Sn = least of Sne, Sni, and Snc, plf

S = c x Sn , plf

with:

where:

t = nominal steel deck thickness, in. (Reference Table 6)

w = deck width

N = number of fasteners per unit length across the width, ft -1

xe = xp = distance from panel centerline to any fastener in a panel at the end (xe) or purlin (xp) supports

S = nominal diaphragm shear strength, plf

<v = span, ft < = panel length = 3 x <v, ft

ne = ns = 3 x <v x 12 ÷ (sidelap connector spacing in inches)

c = correlation factor for diaphragm system effect

Reference Tables 7 and 8 for description and values of other variables for common conditions.

Uplift and combined loading: Allowable loads to resist uplift forces are provided in the individual sections for each frame fastener. Reference SDI DDM03 Section 4.10 for combined tension uplift and diaphragm shear interaction. Uplift and combined loading calculations are shown in the Example Problem at the end of this section on pages 22 and 23.

1.1.8 Diaphragm Shear and Stiffness CalculationsBackground: An extensive independent laboratory test program was conducted investigating the performance of steel deck diaphragms attached with Hilti fasteners. The program test scope consisted of full scale diaphragm system tests conducted in accordance with ICC-ES AC43, as well as comparative small element lap-joint shear tests conducted in accordance with AISI S905 Test Methods for Mechanically Fastened Cold-Formed Steel Connections. The resulting full scale and small element test data was analyzed and predictive equations were developed for the steel deck diaphragm system strength and stiffness using specific combinations of Hilti fasteners.

For simplicity and familiarity, the Steel Deck Institute (SDI) Diaphragm Design Manual, 3rd Edition (DDM03) method equations are used as the basis for determining the steel deck diaphragm strength and stiffness. Specific Hilti fastener strength and stiffness values and test data correlation adjustment factors were developed to provide 95% or greater accuracy with test results per ICC-ES AC43 requirements.

The resulting design information is documented in this section and in ICC-ES ESR-2776 (Hilti SLC), ESR-3592 and ESR-2197 (Hilti #10 HWH Screw).

Design: Design equations for calculating steel deck diaphragm strength (S) and stiffness (G') or flexibility factor (F) with Hilti X-HSN 24, X-ENP-19 L15 or S-MD 12-24x1-5/8 M HWH5 frame fasteners and Hilti Sidelap Connectors (SLC) are provided. The equation numbers in parenthesis correspond to the equation numbers provided in the SDI DDM03. The design equation variables needed for common steel deck diaphragm applications are found in Tables 7 through 9. The conversion factors for Allowable Stress Design (ASD), Load Resistance Factor Design (LRFD) and Limit States Design (LSD) provided in Table 11 shall be applied to the values determined from the design equations in order to produce the final Allowable Diaphragm Shear, SASD or Factored Resistance Diaphragm Shear, SLRFD or SLSD, respectively. The calculated SASD, SLRFD or SLSD Diaphragm Shear values do not take into account steel deck buckling and must be checked against the appropriate buckling diaphragm shear value, Sbuckling, found in Table 12. Reference Sections 1.2, 1.3 and 1.4 for pre-calculated diaphragm shear and stiffness tables for the X-HSN 24, X-ENP-19 and S-MD 12-24x1-5/8 M HWH5 fasteners, respectively.

The design equations and load values in this section are for 36" wide, 1-1/2" deep wide rib steel deck panels (B-Deck or BI-Deck types) and are limited to the fastener patterns shown in Figure 16 and sidelap connector spacings greater than 3" and in accordance with Table 10.

Sne = Pn = (2 x α1 + 2 x α 2 + ne) x Q f

< <

Sni = {2 x A x (λ - 1) + B} x Q f

<

B = ns x α s + 1 x [ 2 x 2 x S ( xp2 ) + 4 S ( xe

2 ) ] w2

Snc = Q f x N2 x B2

<2 x N 2 + B 2

λ = 1- 1.5 x <v ≥0.7α s = Q s

240 x t Qf




Table 7 – Diaphragm strength (S) and stiffness factor (G') equation variable values

Deck type

Fastener pattern

α1 – end distribution

factor

α2 – purlin distribution

factorSxe

2, in.2

Sxp2,

in.2 A N, ft-1

D-Warping constant, in.

22 GA 20 GA 18 GA 16 GA

1-1/2" Wide

Rib B- Deck or

BI- Deck

36/11 3.667 3.667 1944 1944 2 3.000 1548 1164 756 54036/9 3.000 3.000 1656 1656 2 2.333 1548 1164 756 54036/7 2.000 2.000 1008 1008 1 2.000 1548 1164 756 54036/5 1.667 1.667 936 936 1 1.333 9096 6804 4464 314436/4 1.333 1.333 720 720 1 1.000 12864 9624 6312 445236/3 1.000 1.000 648 648 1 0.667 26508 19824 13008 9180

With: (Eq. 3.3-1)

(Eq. 3.3-2)

Reference Tables 7 and 9 for description and values of other variables for common conditions.

Steel deck diaphragm stiffness and flexibility factor design equations:

, kips/in. (Eq. 3.3-3)

, micro-inches/lb

E = modulus of elasticity for steel = 29,500 ksi

( ) 1

α1 + α 2 + ns x Sf

Ss

C = 29,500 x t x Sf x x < x 12 w

G' = E x t 3.78 + 0.9 x Dn + C

F = 1000 G'

Dn = D < x 12

Table 8 – Diaphragm strength (S) equation variable values

ConfigurationDeck gauge (inches)

22 (0.0295)

20 (0.0358)

18 (0.0474)

16 (0.0598)

Deck type

Min. deck tensile (yield) strength, ksi

Frame fastener base material thickness, in.

Sidelap connector1,2

Qf, lb Qs, lb Qf, lb Qs, lb Qf, lb Qs, lb Qf, lb Qs, lbCorrelation

factor, cCorrelation



factor, c

B

45 (33)

X-HSN 24 1/8≤tf < 3/16

Hilti SLC

1357 844 1824 1260 1865 1701 – –1.155 1.172 1.203 –

X-HSN 24 3/16≤tf≤3/8

Hilti SLC

1590 844 2107 1260 2663 1701 3035 20241.121 1.102 1.066 1.028

X-ENP-19 tf≥1/4

Hilti SLC

1597 844 2112 1260 2764 1701 3079 20241.257 1.205 1.106 1.000

S-MD 12-24x1-5/8 M HWH5 0.0598≤tf≤1/4

Hilti SLC

1193 717 1661 870 1860 1152 1860 14531.000 1.000 1.000 1.000

92 (80)

X-HSN 24 1/8≤tf < 3/16

Hilti SLC

1357 844 1824 1260 1865 1701 – –1.155 1.172 1.203 –

X-HSN 24 3/16≤tf≤3/8

Hilti SLC

1941 954 2208 1341 2698 1859 3095 23431.052 1.054 1.058 1.062

X-ENP-19 tf≥1/4

Hilti SLC

1964 954 2165 1341 3022 1859 3577 23431.197 1.166 1.108 1.046

S-MD 12-24x1-5/8 M HWH5 0.0598≤tf≤1/4

Hilti SLC

1193 717 1661 870 1860 1152 1860 14531.000 1.000 1.000 1.000

BI 45 (33)

X-HSN 24 1/8≤tf < 3/16

Hilti SLC

1357 844 1712 1111 1865 1591 – –1.155 1.172 1.203 –

X-HSN 24 3/16≤tf≤3/8

Hilti SLC

1516 882 1712 1111 2450 1591 2553 20511.284 1.233 1.140 1.040

S-MD 12-24x1-5/8 M HWH5 0.0598≤tf≤1/4

Hilti SLC

1193 717 1661 870 1860 1152 1860 14531.000 1.000 1.000 1.000

B or BI

45 or 92 (33 or 80)

X-HSN 24 1/8≤tf≤3/8

Hilti #10 HWH Screw

1489 633 1795 769 2348 1018 2924 12841.000 1.000 1.000 1.000

X-ENP-19 tf≥1/4

Hilti #10 HWH Screw

1603 633 1933 769 2529 1018 3149 12841.000 1.000 1.000 1.000

S-MD 12-24x1-5/8 M HWH5 0.0598≤tf≤1/4

Hilti #10 HWH Screw

1193 633 1661 769 1860 1018 1860 12841.000 1.000 1.000 1.000

1 Sidelap connector spacing must meet the requirements of Table 10.2 Reference Table 3 and Section 1.5 for more information on the proper selection of Hilti Sidelap Connectors (SLC).




Table 9 – Diaphragm stiffness (G') and flexibility factor (F) equation variable values

ConfigurationDeck gauge (inches)

22 (0.0295)

20 (0.0358)

18 (0.0474)

16 (0.0598)

Deck type

Min. deck tensile (yield) strength, ksi

Frame fastener

Sidelap connector1

Sf, in./kip Sf, in./kip Sf, in./kip Sf, in./kip

Ss, in./kip Ss, in./kip Ss, in./kip Ss, in./kip

B or BI

45 or 92 (33 or 80)

X-HSN 24 Hilti SLC or Hilti #10 HWH Screw

0.0073 0.0066 0.0057 0.00510.0175 0.0159 0.0138 0.0123

X-ENP-19 Hilti SLC or Hilti #10 HWH Screw

0.0044 0.0040 0.0034 0.00300.0175 0.0159 0.0138 0.0123

S-MD 12-24x1-5/8 M HWH5 Hilti SLC or Hilti #10 HWH Screw

0.0076 0.0069 0.0060 0.00530.0175 0.0159 0.0138 0.0123

1 Reference Table 3 and Section 3.5.4 for more information on the proper selection of Hilti Sidelap Connectors (SLC).

Table 10 – Minimum recommended sidelap connector spacing (Inches center-to-center) for X-HSN 24 and X-ENP-19 powder-actuated fasteners with B-Deck or BI-Deck type

Frame fastener base material thickness, in.

Deck gauge

Frame fastener pattern36/3 36/4 36/5 36/7 36/92 36/112

SLC1 #10 SLC1 #10 SLC1 #10 SLC1 #10 SLC1 #10 SLC1 #10

X-HSN 24 1/8≤tf < 3/16

22

– –≥12 ≥6 ≥12 ≥6 ≥6 ≥3 ≥6 ≥3 ≥6 ≥320

1816 – – – – – – – – – –

X-HSN 24 3/16≤tf≤3/8

22≥12 ≥3

≥6 ≥3 ≥6 ≥3 ≥3 ≥3 ≥3 ≥3 ≥3 ≥32018

– –16

X-ENP-19 tf≥1/4

22

≥6 ≥3 ≥6 ≥3 ≥6 ≥3 ≥3 ≥3 ≥3 ≥3 ≥3 ≥3201816

1 Hilti SLC spacings less than those tabulated may be used. The tabulated spacing should be used in the calculation of diaphragm shear strength when using the Qf, Qs and c values from Table 8. Alternatively, only when the SLC spacings are less than those tabulated, the Qf, Qs and c values found in Table 8 can be replaced by the following values.

X-HSN 24 – All deck types, strengths and base steel thicknesses listed in Table 8 22 Gauge (0.0295 in.)- Qf = 1489 lb, Qs = 716 lb, c = 1.000 20 Gauge (0.0358 in.)- Qf = 1795 lb, Qs = 869 lb, c = 1.000 18 Gauge (0.0474 in.)- Qf = 2348 lb, Qs = 1151 lb, c = 1.000 16 Gauge (0.0598 in.) - Qf = 2924 lb, Qs = 1452 lb, c = 1.000

2 For 36/9 and 36/11 patterns, when wind (or seismic) diaphragm shear capacities exceed the values shown below, the fastening pattern must be increased at the building perimeter, chords, collectors or other shear transfer elements to two fasteners per rib (i.e. 36/14 pattern). The wind (or seismic) diaphragm shear capacity must not be greater than that determined from the 36/9 and 36/11 patterns, as applicable.

X-HSN24withsteelsupportframingthicknesses1/8"≤tf < 3/16" ASD wind (seismic) LRFD wind (seismic) LSD wind (seismic) 22 Gauge (0.0295 in.) - 1275 plf (1200 plf) 2100 plf (1950 plf) 28.5 N/mm (26.3 N/mm) 20 Gauge (0.0358 in.) - 1600 plf (1500 plf) 2625 plf (2450 plf) 35.8 N/mm (32.8 N/mm) 18 Gauge (0.0474 in.) - 1825 plf (1700 plf) 3000 plf (2675 plf) 39.0 N/mm (37.2 N/mm)

X-HSN24withsteelsupportframingthicknesses3/16"≤tf≤3/8" ASD wind (seismic) LRFD wind (seismic) LSD wind (seismic) 22 Gauge (0.0295 in.) - 1400 plf (1300 plf) 2300 plf (2125 plf) 31.0 N/mm (28.8 N/mm) 20 Gauge (0.0358 in.) - 1700 plf (1600 plf) 2800 plf (2600 plf) 37.9 N/mm (35.0 N/mm) 18 Gauge (0.0474 in.) - 2250 plf (2100 plf) 3700 plf (3425 plf) 50.0 N/mm (46.3 N/mm) 16 Gauge (0.0598 in.) - 2775 plf (2600 plf) 4550 plf (4225 plf) 61.7 N/mm (56.9 N/mm)




Table 11 – Conversion factors for Allowable Stress Design (ASD), Load Resistance Factor Design (LRFD) and Limit States Design (LSD)

Design method

For Multiply calculated diaphragm shear strength by1,2

ASD

Diaphragms mechanically connected to the structure subjected to earthquake loads or load combinations which include earthquake loads 0.400

Diaphragms mechanically connected to the structure subjected to wind loads or load combinations which include wind loads 0.426

Diaphragms mechanically connected to the structure subject to all other load combinations 0.400

LRFD




LSD




1 Conversion factors determined from Table D5, of AISI S100.2 Diaphragm capacities should be limited to the respective ASD, LRFD and LSD buckling diaphragm shear capacities found in Table 12.

Table 12- ASD and LRFD diaphragm shears (plf) and LSD diaphragm shears (N/mm) for buckling, Sbuckling1,2

Steel Deck type

Deck gauge

Moment of inertia, I mm4/mm

Span, <v (ft-in.)

3'-0" 4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0" 11'-0" 12'-0"ASD (plf)

Standard 1-1/2-inch deep flutes, 6-inches center-

to-center

22 0.152 8444 4750 3040 2111 1551 1188 938 760 628 52820 0.198 11000 6188 3960 2750 2020 1547 1222 990 818 68818 0.284 15778 8875 5680 3944 2898 2219 1753 1420 1174 98616 0.355 19720 11094 7100 4931 3622 2773 2191 1775 1467 1233

LRFD (plf)Standard 1-1/2-inch deep flutes, 6-inches center-

to-center

22 0.152 13511 7600 4864 3378 2482 1900 1501 1216 1005 84420 0.198 17600 9900 6336 4400 3233 2475 1956 1584 1309 110018 0.284 25244 14200 9088 6311 4637 3550 2805 2272 1878 157816 0.355 31556 17750 11360 7889 5796 4438 3506 2840 2347 1972

Steel deck type

Deck gauge

Moment of inertia, I mm4/mm

Span, <v (mm)

900 1200 1500 1800 2100 2400 2700 3000 3300 3600LSD (N/mm)

Standard 1-1/2-inch deep flutes, 6-inches center-

to-center

22 208 192.6 108.3 69.3 48.1 35.4 27.1 21.4 17.3 14.3 12.020 270 250.0 140.6 90.0 62.5 45.9 35.2 27.8 22.5 18.6 15.618 388 359.3 202.1 129.3 89.8 66.0 50.5 39.9 32.3 26.7 22.516 485 449.1 252.6 161.7 112.3 82.5 63.2 49.9 40.4 33.4 28.1

1 Loadvaluesbaseduponasafetyfactor(Ω)of2.00forASD,aphifactor(Φ)of0.80forLRFDoraphifactor(Φ)of0.75forLSD.2 Diaphragm shears in this table are for steel deck buckling failure mode only and are to be used as prescribed in Section 1.1.8. If design condition is not

tabulated, diaphragm shears for buckling may be calculated using the following equations: For ASD, Sbuckling = (I x 106/(<v)2) / 2.0 , plf For LRFD, Sbuckling = (I x 106/(<v)2) x 0.8 , plf For LSD, Sbuckling = (I x 106/(<v)2) x 0.75 , N/mm




Figure 16: Common frame fastener patterns

Figure 17: Typical frame, endlap and sidelap connections

Note 1: Nestable B-Deck shown. Interlocking BI-Deck with screwable sidelap is also covered by the equations discussed in Section 1.1.8.Note 2: Bar joist shown. Connection to structural steel members also covered by the equations discussed in Section 1.1.8.

Pattern 36/3

Pattern 36/5

Pattern 36/9

17a. Frame fastener attachment of steel deck to frame

17d. Sidelap connector with screwable BI-Deck17c. Sidelap connector with B-Deck

Pattern 36/4

Pattern 36/7

Pattern 36/11

2" min. HiltiFastener

Referto Note

17b. Steel deck endlap condition

Note: Some patterns may require two fasteners in one flute. Fasteners may be installed on either side of the structural steel beam or bar joist.




Design parameters:

Load type: WindDesign method: ASDSpan: 6'-0"Deck: 20 GA. 1-1/2" B-Deck (fu≥45ksi)Base steel: Bar joist with 1/4" top chordFrame fastener pattern: 36/7Sidelap fastener spacing: 12" O.C.Frame fastener: X-HSN 24Sidelap fastener: Hilti SLCRequired diaphragm shear (Q): 650 plfRequired uplift (T): 35 psf

6"36" 1-1/2"1-1/2"

Example problem

Calculation stepsSDI

DDM03 Ref.

HNA Technical

Guide

Step 1: Calculate nominal diaphragm shear strength limited by edge fasteners:

This calculation is not required when the number of edge connectors (ne) equals the number of sidelap fasteners (ns). In these cases, Sne does not limit diaphragm shear strength.

Eq. 2.2-2

Sec. 1.1.8

Step 2: Calculate nominal diaphragm shear strength limited by interior panel fasteners:

with:

where:

Eq. 2.2.3

Sec. 1.1.8 and

Tables 7 and 8

Step 3: Calculate nominal diaphragm shear strength limited by corner fasteners:

Eq. 2.2-5

Sec. 1.1.8 and

Tables 7 and 8

Step 4: Apply correlation factor, c, to determine correlated nominal diaphragm shear strengthS = c x Sn = 1.102 x 1,798 = 1,981 plfwhere:Sn = least of Sne, Sni and Snc = Snc = 1,798 plf

Sec. 1.1.8 and

Table 8

Step 5: Apply appropriate conversion factor to determine allowable diaphragm strengthSASD (wind) = S x Conversion Factor = 1,981 x 0.426 = 844 plf

Sec. 2.4 Table 11

Step 6: Check to see if steel deck buckling controls Sbuckling (ASD) = 2,750 plf > SASD (wind) therefore, SASD (wind)=844plf≥650plf

Table 12

α s = Qs = 1260 = 0.598 Qf 2107

Sni = {2 x A x (λ- 1) + B} x Qf = {2 x 1 x (0.802 - 1) + 16.99} x 2107 = 1,942 plf < 18

B = ns x α s + 1 x [ 2 x 2 x S ( xp2 ) + 4 S ( xe

2 ) ] = 18 x 0.598 + [2 x 2 x 1008 + 4 x 1008] = 16.99 w2 362

ns = ne = 3 x <v x 12 = 3 x 6 x 12 = 18 Sidelap Spacing 12

λ = 1- 1.5 x <v = 1- 1.5 x 6 =0.802≥0.7 240 x t 240 x 0.0358

Snc = Qf x N2 x B2

= 2107 x 2.002 x 16.992 = 1,798 plf

<2 x N2 + B2 182 x 2.002 + 16.992

Hilti SLC

X-HSN 24

Design problem:

Determine allowable diaphragm shear strength (SASD), uplift (Tn (ASD)) and stiffness (G') for the given steel deck diaphragm and check against required loads.




Hilti is a leading manufacturer of direct fastening systems for steel and metal applications. As a member of the Steel Deck Institute (SDI), Hilti participates in and supports steel deck industry research at leading universities and test labs. Recent research projects with Hilti direct fastening systems have included inelastic seismic deck diaphragms and deep deck / cellular deck diaphragms.

Independent tests are the best guide to product performance and reliability, a philosophy to which Hilti and the SDI subscribe. The support for ongoing research programs is indicated by the number and scope of tests already performed and by the policy of sponsoring new tests when new products or applications are introduced. Hilti provides direct fastening system performance data, ICC-ES Evaluation Service Reports, design software, fire ratings and load test results for Hilti direct fastening systems used in steel deck applications.

Diaphragm data is calculated in accordance with SDI Diaphragm Design equations using specific Hilti fastener strength and stiffness values with data correlation adjustment factors in accordance with ICC-ES AC43 requirements.

Calculation stepsSDI

DDM03 Ref.

HNA Technical

Guide

Step 7: Calculate diaphragm stiffness:

where:Eq.

3.3-3

Sec. 1.1.8 and

Tables 7 and 9

Step 8: Calculate nominal uplift resistance:

Where:K = Number of frame fasteners per deck sheet per joist/beam = 6.00C = Width of deck sheet = 3 feetTn,F = Controlling ultimate tension capacity of frame fastener = 560 lb x 3.0 = 1,680 lb

RoofDeck

Const.Handbook

Sec. 1.2.3

Step 9: Apply uplift safety factor to determine allowable uplift resistance:

Step 10: Check combined loading:

Sec. 4.10

Note:TheHiltiProfisDFDiaphragmsoftwareprovidesfullcalculationsfordiaphragmshearandstiffnesswhendesired.

0.85 x ( 2.35 x 650 ) + ( 3.00 x 35)≤1.00.843≤1.0 1981 560

F = 1000 = 1000 = 11.6 micro-inches/lb G' 85.99

Dn = D = 1164 = 5.39 < x 12 18 x 12

C = 29,500 x 0.0358 x 0.0066 x x 18 x 12 = 3.65 36 ( )

1

2 + 2 + 18 x 0.0066 0.0159

G' = E x t = 29,500 x 0.0358 = 86 kips/in. 3.78 + 0.9 x Dn + C 3.78 + 0.9 x 5.39 + 3.65

C = E x t x Sf x x < x 12 w ( )

1

α1 + α 2 + ns x Sf

Ss

Tn = K x Tn,f = 6.00 x 1,680 = 560 psf C x <v 3 x 6

0.85 x ( ΩxQ) + ( ΩUP x T)≤1.0 S Tn

Tn (ASD) = Tn = 560 = 187 psf≥35psfΩUP 3.00




1.1.9 How to use Diaphragm Shear TablesGeneral: The following Product Technical Guide Sections 1.2 to 1.6 provide Hilti fastener product technical data sheets and pre-calculated diaphragm shear and stiffness tables using the design equations provided in Section 1.1.8. Pre-calculated diaphragm shear and stiffness tables are provided in two formats.

Tables in Sections 1.2, 1.3 and 1.4 are in a traditional design format with diaphragm shear and stiffness values within the table.

Tables in Section 1.6 are in a Hilti alternative format with cost optimized Hilti frame fastener patterns, Hilti sidelap connector (SLC) spacings and deck gauge for a given diaphragm shear load demand. This alternative format provides a means for quick reference in order to determine cost optimized equivalent fastening solutions based on diaphragm shear load only.

In all cases, diaphragm shear values determined using either table format are consistent.

These tables do not take into account other design factors, such as gravity or wind uplift loads. These requirements should be checked separately by the Structural Engineer.

Traditional diaphragm shear tables: Sections 1.2, 1.3 and 1.4 provide tables in a format similar to those published in the SDI DDM03, CSSBI and most steel deck manufacturers' catalogs.

As shown in Figure 18, these diaphragm shear tables are generally created with span across the heading and sidelap spacing along the left margin or column. Along with other design variables such as deck gauge and fastener pattern, the tables are populated with the corresponding diaphragm shear and stiffness values.

The Structural Engineer searches through the various combinations until a diaphragm shear and stiffness factor is found that meet the design requirements.

Optimized diaphragm shear tables: Section 1.6 provides tables in an alternative format that helps a Structural Engineer to quickly select a cost optimized Hilti frame fastener pattern, Hilti sidelap connector (SLC) spacing and deck gauge combination to satisfy the diaphragm shear load requirement found in the left column of the table (Reference Figure 19). These tables are based on diaphragm shear capacity only, diaphragm stiffness must be verified separately.

Figure 18: Excerpt of traditional diaphragm shear and stiffness factor table

Figure 19: Excerpt of optimized diaphragm shear table

1.2 Deck Fasteners for Attachment to Bar Joist


26 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Product Technical Guide 2008

Allowable Stress Design (ASD) - Allowable Diaphragm Shears, SASD, (plf) and Stiffness Factors, G', (kips/in.) for Standard 1-1/2" Deep Flutes, 6" Center-to-Center Steel Deck (Fy ≥ 33 ksi; Fu ≥ 45 ksi) Installed with Hilti X-EDN19 or X-EDNK22 Fasteners with 36/9 or 36/7 End and Interior Support Fastener Patterns1,2,3,4

1 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-EDNK22 fasteners should be calculated in accordance with Section 1.1.8 of this Product Technical Guide Supplement.

2 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 2.50. Panel buckling has been checked.

3 At diaphragm perimeter, Hilti frame fasteners should be spaced at identical spacing as sidelap connectors.

4 Interpolation of diaphragm shear strengths and stiffness factors is allowed between span dimensions, sidelap spacings and deck gauge. Alternatively, use calculations as discussed in Section 1.1.8 to determine diaphragm shear strengths and stiffness factors directly.

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 sidelap connector.

6 For 18 gauge deck use S-SLC 02 M HWH. More information on Hilti Sidelap Connectors (SLC) can be found in Section 1.4.

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3

Sidelap

Span (ft - in.) Gage

Spacing

Factor

4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"

Hilti SLC5,6 Fasteners Per Sheet To Support

9 7 9 7 9 7 9 7 9 7 9 7 9 7

36" o.c. SASD 715 499 612 431 529 378 467 341 421 313 388 292 363 277

G' 51.9 48.5 56.4 52.0 59.2 54.1 60.9 55.4 62.1 56.2 62.5 56.5 62.9 56.5

24" o.c. SASD 765 554 666 489 596 444 534 408 488 380 455 360 430 344

G' 52.9 50.2 58.1 54.5 61.6 57.5 64.1 59.6 65.8 61.0 67.1 62.1 68.0 62.9

22

18" o.c. SASD 813 607 719 545 651 501 601 469 555 445 522 426 497 410

G' 53.8 51.5 59.5 56.5 63.7 60.2 66.7 62.9 69.0 64.9 70.9 66.7 71.9 68.0

12" o.c. SASD 903 706 817 649 755 610 708 580 672 558 643 540 620 526

G' 55.2 53.5 61.7 59.6 66.7 64.3 70.7 68.1 74.1 70.9 76.3 73.5 78.7 75.8

6" o.c. SASD 1123 941 1060 902 1014 874 980 853 952 837 931 824 760 760

G' 57.9 57.0 65.8 64.8 72.3 71.2 77.7 76.5 82.6 81.3 86.2 84.7 90.1 88.5

36" o.c. SASD 948 668 815 581 715 517 635 468 575 432 528 403 495 383

G' 71.9 66.1 75.9 68.9 77.9 70.1 78.7 70.4 78.8 70.3 78.7 69.9 78.1 69.4

24" o.c. SASD 1021 749 894 665 804 607 734 564 673 530 627 502 593 481

G' 73.7 68.8 78.7 72.9 81.7 75.3 83.5 76.7 84.5 77.5 84.7 78.1 85.5 78.1

20

18" o.c. SASD 1090 825 970 745 883 690 819 649 769 618 725 594 692 574

G' 75.2 70.9 81.3 76.3 84.7 79.4 87.7 82.0 89.3 83.3 90.9 84.7 91.7 85.5

12" o.c. SASD 1218 964 1110 894 1032 844 973 808 927 779 891 757 861 739

G' 77.7 74.6 84.8 81.2 90.0 86.1 93.9 89.7 96.8 92.6 99.0 95.2 101.0 97.1

6" o.c. SASD 1522 1288 1447 1241 1392 1208 1350 1183 1317 1164 1222 1149 990 990

G' 82.5 80.9 91.9 90.2 99.4 97.5 105.4 103.4 110.4 108.4 114.9 112.4 117.6 116.3

36" o.c. SASD 1171 831 1010 724 895 651 800 593 726 548 669 513 623 485

G' 109.9 99.0 111.5 98.7 110.9 97.4 109.3 95.7 107.3 93.8 105.2 91.7 103.1 90.1

24" o.c. SASD 1266 935 1112 833 1003 763 921 712 855 672 798 641 752 614

G' 113.6 104.2 116.8 105.9 117.7 106.3 117.5 106.0 116.6 105.3 115.5 104.4 114.9 103.1

18

18" o.c. SASD 1355 1033 1210 937 1106 870 1028 821 968 784 920 754 881 730

G' 117.6 108.7 122.0 112.4 123.5 113.6 125.0 114.9 125.0 114.9 125.0 114.9 123.5 114.9

12" o.c. SASD 1519 1211 1390 1127 1296 1068 1226 1024 1171 991 1128 964 1092 942

G' 122.0 116.3 128.9 121.7 133.1 125.7 135.8 128.3 137.6 130.2 138.8 131.6 138.9 133.3

6" o.c. SASD 1519 1211 1390 1145 1296 1106 1243 1077 1205 1054 1175 1037 1150 1022

G' 133.3 129.9 143.6 139.9 151.5 147.6 157.5 153.6 162.2 158.4 166.0 162.4 169.5 166.7

Optimized Diaphragm Shear Tables 1.5


Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Product Technical Guide 2008 43

Span = 4'-0''

Allowable dednemmoceR Hilti Powder-Actuated Frame Fastener Pattern - Sidelap Spacing Hilti SLC (in. o.c.)* Diaphragm Design Strength, plf* X-ENP-19 with tf ≥ 1/4"

SASD SASD

(seismic) (wind) 22 ga. 20 ga. 18 ga. 16 ga. 22 ga. 20 ga. 18 ga. 22 ga. 20 ga. 18 ga.

272 289 36/3 -48 36/3 -48 36/3 -48 36/3 -48 36/3 -48 36/4 -48 36/4 -48 36/4 -48 36/4 -48 36/4 -48 291 309 36/3 -48 36/3 -48 36/3 -48 36/3 -48 36/3 -30 36/4 -48 36/4 -48 36/4 -48 36/4 -48 36/4 -48 311 331 36/3 -42 36/3 -48 36/3 -48 36/3 -48 36/3 -24 36/4 -48 36/4 -48 36/4 -36 36/4 -48 36/4 -48 333 354 36/3 -30 36/3 -48 36/3 -48 36/3 -48 36/3 -18 36/4 -48 36/4 -48 36/4 -24 36/4 -48 36/4 -48 356 379 36/3 -24 36/3 -48 36/3 -48 36/3 -48 36/4 -30 36/4 -48 36/4 -48 36/4 -20 36/4 -48 36/4 -48 381 406 36/3 -18 36/3 -48 36/3 -48 36/3 -48 36/4 -24 36/4 -48 36/4 -48 36/4 -18 36/4 -48 36/4 -48 408 434 36/3 -14 36/3 -42 36/3 -48 36/3 -48 36/4 -18 36/4 -48 36/4 -48 36/4 -14 36/4 -48 36/4 -48 437 464 36/4 -20 36/3 -30 36/3 -48 36/3 -48 36/4 -14 36/4 -42 36/4 -48 36/4 -12 36/4 -36 36/4 -48 467 497 36/4 -18 36/3 -20 36/3 -48 36/3 -48 36/4 -12 36/4 -30 36/4 -48 36/5 -16 36/4 -24 36/4 -42 500 532 36/4 -14 36/3 -18 36/3 -36 36/3 -42 36/5 -18 36/4 -24 36/4 -48 36/5 -14 36/4 -20 36/4 -36 535 569 36/4 -12 36/4 -24 36/3 -24 36/3 -30 36/5 -14 36/4 -20 36/4 -42 36/9 -48 36/4 -18 36/4 -24 572 609 36/5 -16 36/4 -20 36/3 -20 36/3 -24 36/5 -12 36/4 -16 36/4 -30 36/9 -48 36/4 -14 36/4 -20 612 651 36/5 -14 36/4 -18 36/3 -16 36/3 -18 36/9 -48 36/4 -14 36/4 -24 36/9 -30 36/4 -12 36/4 -18 655 697 36/5 -10 36/4 -14 36/4 -24 36/3 -14 36/5 -8 36/5 -20 36/4 -20 36/9 -20 36/5 -18 36/4 -14 701 746 36/5 -8 36/4 -12 36/4 -20 36/4 -24 36/9 -24 36/5 -16 36/4 -18 36/9 -16 36/5 -14 36/4 -12 750 798 36/5 -7 36/5 -16 36/4 -18 36/4 -18 36/9 -18 36/5 -12 36/5 -24 36/9 -12 36/5 -12 36/5 -18 802 854 36/9 -24 36/5 -14 36/4 -14 36/4 -16 36/9 -14 36/9 -48 36/5 -20 36/9 -10 36/9 -42 36/5 -14 859 914 36/9 -18 36/5 -10 36/5 -20 36/4 -12 36/9 -10 36/9 -42 36/9 -48 36/9 -8 36/9 -30 36/5 -12 919 977 36/9 -12 36/5 -8 36/5 -16 36/5 -18 36/9 -8 36/9 -24 36/7 -20 36/9 -7 36/9 -20 36/7 -16 983 1046 36/9 -10 36/5 -7 36/5 -14 36/5 -14 36/9 -7 36/9 -20 36/9 -48 36/11-8 36/9 -16 36/9 -24 1052 1119 36/9 -8 36/5 -6 36/5 -10 36/5 -12 36/9 -6 36/9 -16 36/9 -48 36/11-7 36/9 -12 36/9 -20 1126 1197 36/9 -7 36/9 -16 36/5 -8 36/5 -10 36/11-7 36/9 -12 36/9 -30 36/11-6 36/9 -10 36/7 -10 1204 1281 36/9 -5 36/9 -12 36/5 -7 36/5 -8 36/11-6 36/9 -10 36/9 -20 36/9 -8 36/9 -12 1289 1371 36/11-7 36/9 -10 36/9 -20 36/9 -24 36/11-5 36/9 -8 36/11-30 36/9 -7 36/9 -10 1379 1467 36/11-5 36/9 -8 36/9 -16 36/9 -18 36/11-4 36/9 -6 36/11-20 36/9 -6 36/9 -8 1475 1570 36/11-4 36/9 -7 36/9 -12 36/9 -14 36/11-3 36/11-8 36/11-16 36/11-7 36/9 -7 1689 1797 36/11-3 36/11-7 36/9 -8 36/9 -8 36/11-7 1934 2057 36/11-4 36/9 -5 36/9 -6 2214 2355 36/11-3 36/11-5 36/11-6 2535 2697 36/11-3 36/11-4

* Please refer to footnotes listed at the end of this section

Span = 4'-6''

Allowable dednemmoceR Hilti Powder-Actuated Frame Fastener Pattern - Sidelap Spacing Hilti SLC (in. o.c.)* Diaphragm Design Strength, plf* X-ENP-19 with tf ≥ 1/4" X-EDN19* with 3/16" ≤ tf ≤ 3/8" X-EDNK22 with 1/8" ≤ tf < 3/16"

SASD SASD

(seismic) (wind) 22 ga. 20 ga. 18 ga. 16 ga. 22 ga. 20 ga. 18 ga. 22 ga. 20 ga. 18 ga.

254 270 36/3 -54 36/3 -54 36/3 -54 36/3 -54 36/3 -48 36/4 -54 36/4 -54 36/4 -54 36/4 -54 36/4 -54 272 289 36/3 -54 36/3 -54 36/3 -54 36/3 -54 36/3 -36 36/4 -54 36/4 -54 36/4 -48 36/4 -54 36/4 -54 291 309 36/3 -42 36/3 -54 36/3 -54 36/3 -54 36/3 -24 36/4 -54 36/4 -54 36/4 -36 36/4 -54 36/4 -54 311 331 36/3 -30 36/3 -54 36/3 -54 36/3 -54 36/3 -20 36/4 -54 36/4 -54 36/4 -30 36/4 -54 36/4 -54 333 354 36/3 -24 36/3 -54 36/3 -54 36/3 -54 36/3 -16 36/4 -54 36/4 -54 36/4 -24 36/4 -54 36/4 -54 356 379 36/3 -20 36/3 -54 36/3 -54 36/3 -54 36/4 -24 36/4 -54 36/4 -54 36/4 -20 36/4 -54 36/4 -54 381 406 36/3 -16 36/3 -42 36/3 -54 36/3 -54 36/4 -20 36/4 -48 36/4 -54 36/4 -16 36/4 -48 36/4 -54 408 434 36/4 -24 36/3 -30 36/3 -54 36/3 -54 36/4 -16 36/4 -42 36/4 -54 36/4 -14 36/4 -36 36/4 -54 437 464 36/4 -18 36/3 -24 36/3 -54 36/3 -54 36/4 -14 36/4 -30 36/4 -54 36/5 -18 36/4 -30 36/4 -48 467 497 36/4 -16 36/3 -20 36/3 -42 36/3 -42 36/5 -18 36/4 -24 36/4 -54 36/5 -14 36/4 -24 36/4 -36 500 532 36/4 -12 36/3 -16 36/3 -30 36/3 -36 36/5 -16 36/4 -20 36/4 -42 36/5 -12 36/4 -20 36/4 -30 535 569 36/5 -18 36/4 -24 36/3 -24 36/3 -24 36/5 -12 36/4 -18 36/4 -36 36/9 -42 36/4 -16 36/4 -24 572 609 36/5 -14 36/4 -20 36/3 -20 36/3 -20 36/5 -10 36/4 -14 36/4 -30 36/9 -30 36/4 -14 36/4 -20 612 651 36/5 -12 36/4 -16 36/3 -14 36/3 -16 36/9 -36 36/4 -12 36/4 -24 36/9 -20 36/5 -18 36/4 -18 655 697 36/5 -10 36/4 -12 36/4 -24 36/4 -24 36/9 -24 36/5 -16 36/4 -20 36/9 -18 36/5 -16 36/4 -14 701 746 36/5 -8 36/5 -18 36/4 -18 36/4 -20 36/9 -18 36/5 -14 36/5 -24 36/9 -14 36/5 -12 36/5 -20 750 798 36/5 -7 36/5 -14 36/4 -16 36/4 -18 36/9 -14 36/5 -12 36/5 -20 36/9 -10 36/9 -42 36/5 -16 802 854 36/9 -18 36/5 -12 36/4 -12 36/4 -14 36/9 -12 36/9 -36 36/5 -18 36/9 -8 36/9 -30 36/5 -14 859 914 36/9 -14 36/5 -10 36/5 -18 36/4 -12 36/9 -8 36/9 -24 36/9 -54 36/9 -7 36/9 -20 36/9 -36 919 977 36/9 -10 36/5 -8 36/5 -14 36/5 -16 36/9 -8 36/9 -20 36/9 -54 36/9 -6 36/9 -18 36/7 -14 983 1046 36/9 -8 36/5 -7 36/5 -12 36/5 -12 36/9 -6 36/9 -16 36/9 -42 36/11-7 36/9 -14 36/7 -12 1052 1119 36/9 -7 36/9 -18 36/5 -10 36/5 -10 36/9 -5 36/9 -12 36/9 -30 36/11-6 36/9 -12 36/9 -18 1126 1197 36/9 -6 36/9 -14 36/5 -8 36/5 -8 36/11-6 36/9 -10 36/9 -20 36/9 -8 36/9 -14 1204 1281 36/9 -5 36/9 -10 36/5 -7 36/5 -7 36/11-5 36/9 -8 36/11-30 36/9 -8 36/9 -12 1289 1371 36/11-6 36/9 -8 36/9 -16 36/9 -18 36/11-4 36/9 -7 36/11-20 36/9 -6 36/9 -10 1379 1467 36/11-5 36/9 -7 36/9 -12 36/9 -14 36/11-3 36/9 -6 36/11-16 36/11-8 36/9 -8 1579 1679 36/11-3 36/9 -5 36/9 -8 36/9 -10 36/11-6 36/11-8 1807 1923 36/11-5 36/9 -6 36/9 -6 2069 2201 36/11-3 36/11-6 36/11-6 2369 2520 36/11-4 36/11-4

* Please refer to footnotes listed at the end of this section

X-HSN 24* with 3/16" ≤ tf ≤ 3/8" X-HSN 24* with 1/8" ≤ tf < 3/16"

X-HSN 24 for Fastening Deck to Bar Joist 1.2



1.2.1 Product Description

1.2.2 MaterialSpecifications

1.2.3 Technical Data

1.2.4 Ordering Information

X-HSN 24


1.2.2 Material SpecificationsFastener

designationFastener material

Fastener plating

Nominal fastener hardness

X-HSN 24 Carbon Steel 5 µm Zinc1 55.5 HRC1 ASTM B633, SC 1, Type III. Reference Section 2.3.3.1 of Hilti North American Product Technical Guide

Volume 1: Direct Fastening for more information.

1.2.3 Technical DataAllowable pullout loads for attachments to steel base material lb (kN)1, 2, 3

FastenerBase material thickness (in.)

1/8 3/16 1/4 3/8X-HSN 24 435 (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.

Allowable pullover and shear bearing loads for attaching steel deck1,2,3

Fastener

Steel deck gauge (in.)16 (0.0598) 18 (0.0474) 20 (0.0358) 22 (0.0295) 24 (0.0239) 26 (0.0179)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

X-HSN 241865 975 725 785 560 600 500 500 450 410 415 310

(3.85) (4.29) (3.22) (3.45) (2.49) (2.64) (2.22) (2.20) (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 3.0.3 Loads based on ASTM A1008, or minimum ASTM A653 SQ33 steel deck.

Approvals/ListingsICC-ES (International Code Council) ESR-3592, ESR-2776, ESR-2197, ESR-1116, ESR-1735P, ESR-1414, ESR-2408COLA (City of Los Angeles) RR 25974, RR 25877, RR 25296FM (Factory Mutual) For attaching Class 1 Steel Roof Decks with 1-60 and 1-90 wind uplift ratings.RefertoFMRoofNavforspecificassembly listings.UL (Underwriters Laboratories) Fasteners for attaching steel roof deck (upliftandfireclassification)

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

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.

1.2 X-HSN 24 for Fastening Deck to Bar Joist



Allowable Stress Design (ASD) - Allowable diaphragm shears, SASD, (plf) and stiffness factors, G', (kips/in.) for standard 1-1/2" deep flutes, 6" center-to-center steel deck (Fy ≥ 33 ksi; Fu ≥ 45 ksi) installed with Hilti X-HSN 24 fasteners with 36/9 or 36/7 end and interior support fastener patterns1,2,3,4,5

GaugeSidelap spacing

Hilti SLC6,7,8Factor

Span (ft- in.)4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"

Fasteners per sheet to support9 7 9 7 9 7 9 7 9 7 9 7 9 7

22

36" O.C.SASD 715 499 612 431 529 378 467 341 421 313 388 292 363 277G' 51.9 48.5 56.4 52.0 59.2 54.1 60.9 55.4 62.0 56.0 62.5 56.4 62.7 56.5

24" O.C.SASD 765 554 666 489 596 444 534 408 488 380 455 360 430 344G' 52.9 50.2 58.1 54.5 61.6 57.5 64.1 59.6 65.8 61.1 67.0 62.1 67.9 62.9

18" O.C.SASD 813 607 719 545 651 501 601 469 555 445 522 426 497 410G' 53.8 51.5 59.5 56.5 63.6 60.2 66.7 63.0 69.0 65.1 70.7 66.8 72.1 68.1

12" O.C.SASD 903 706 817 649 755 610 708 580 672 558 643 540 620 526G' 55.2 53.5 61.7 59.6 66.7 64.3 70.7 68.1 73.8 71.1 76.4 73.6 78.6 75.7

6" O.C.SASD 1123 941 1060 902 1014 874 980 853 952 837 931 824 760 760G' 57.9 57.0 65.8 64.8 72.3 71.2 77.7 76.5 82.4 81.1 86.3 85.1 89.8 88.5

3" O.C.SASD 1394 1211 1362 1193 1338 1180 1321 1170 1188 1163 938 938 760 760G' 60.3 60.0 69.4 69.0 77.1 76.7 83.8 83.3 89.5 89.1 94.6 94.1 99.1 98.6

20

36" O.C.SASD 948 668 815 581 715 517 635 468 575 432 528 403 495 383G' 71.9 66.1 75.9 68.9 77.9 70.1 78.7 70.4 78.8 70.3 78.5 69.9 77.9 69.3

24" O.C.SASD 1021 749 894 665 804 607 734 564 673 530 627 502 593 481G' 73.7 68.8 78.7 72.9 81.7 75.3 83.5 76.7 84.5 77.5 85.1 78.0 85.3 78.2

18" O.C.SASD 1090 825 970 745 883 690 819 649 769 618 725 594 692 574G' 75.2 71.1 81.0 76.1 84.9 79.5 87.5 81.8 89.3 83.5 90.5 84.7 91.4 85.5

12" O.C.SASD 1218 964 1110 894 1032 844 973 808 927 779 891 757 861 739G' 77.7 74.6 84.8 81.2 90.0 86.1 93.9 89.7 96.8 92.6 99.1 94.9 100.9 96.7

6" O.C.SASD 1522 1288 1447 1241 1392 1208 1350 1183 1317 1164 1222 1149 990 990G' 82.5 80.9 91.9 90.2 99.4 97.5 105.4 103.4 110.4 108.4 114.6 112.6 118.1 116.1

3" O.C.SASD 1873* 1630 1838* 1611 1812* 1597 1793* 1587 1547 1547 1222 1222 990 990G' 87.1 86.4 98.5 97.8 107.8 107.1 115.7 114.9 122.4 121.6 128.1 127.3 133.1 132.3

18

36" O.C.SASD 1171 831 1010 724 895 651 800 593 726 548 669 513 623 485G' 110.2 98.7 111.6 98.8 111.0 97.5 109.4 95.7 107.4 93.8 105.2 92.0 103.1 90.2

24" O.C.SASD 1266 935 1112 833 1003 763 921 712 855 672 798 641 752 614G' 113.8 104.0 116.9 106.0 117.8 106.4 117.5 106.0 116.7 105.3 115.6 104.4 114.4 103.6

18" O.C.SASD 1355 1033 1210 937 1106 870 1028 821 968 784 920 754 881 730G' 117.1 108.5 121.5 112.1 123.6 113.8 124.5 114.7 124.7 115.0 124.5 115.0 124.1 114.8

12" O.C.SASD 1519 1211 1390 1127 1296 1068 1226 1024 1171 991 1128 964 1092 942G' 122.4 115.8 129.0 121.8 133.2 125.8 135.9 128.4 137.7 130.3 138.9 131.7 139.7 132.7

6" O.C.SASD 1902 1616 1814 1562 1750 1524 1702 1496 1664 1474 1633 1456 1420 1420G' 133.0 129.5 143.7 139.9 151.6 147.7 157.6 153.8 162.3 158.6 166.2 162.5 169.3 165.7

3" O.C.SASD 2328* 2027 2289* 2006 2260* 1991 2239 1980 2219 1971 1753 1753 1420 1420G' 143.6 142.1 157.9 156.3 169.1 167.5 178.1 176.5 185.5 183.9 191.6 190.1 196.8 195.4

16

36" O.C.SASD 1297 923 1120 807 995 726 897 667 816 617 753 579 703 548G' 148.7 130.5 146.3 127.0 142.3 122.9 137.9 118.9 133.7 115.3 129.7 112.0 126.0 109.1

24" O.C.SASD 1405 1042 1237 931 1117 855 1028 798 960 755 901 721 851 694G' 154.8 138.9 154.5 137.7 152.3 135.6 149.6 133.2 146.7 130.8 143.9 128.7 141.2 126.7

18" O.C.SASD 1506 1153 1348 1049 1234 977 1150 923 1084 882 1032 850 989 824G' 160.1 146.1 161.6 147.0 161.1 146.5 159.7 145.5 158.0 144.2 156.2 143.0 154.5 141.8

12" O.C.SASD 1692 1355 1552 1265 1451 1201 1374 1153 1315 1117 1268 1088 1229 1065G' 169.1 158.0 173.6 162.2 175.7 164.3 176.6 165.5 176.8 166.1 176.7 166.4 176.3 166.5

6" O.C.SASD 2120 1806 2027 1750 1959 1709 1908 1679 1867 1656 1835 1638 1775 1623G' 187.5 181.3 197.8 191.5 205.0 198.7 210.1 204.1 214.0 208.2 217.0 211.4 219.4 214.1

3" O.C.SASD 2585 2251 2544 2230 2515 2215 2493 2203 2476 2195 2191 2188 1775 1775G' 206.5 203.7 222.3 219.5 234.2 231.5 243.4 240.8 250.7 248.2 256.7 254.3 261.7 259.4

1 Tabulateddiaphragmshearvaluesareforattachmentofsteeldecktobasesteelthicknesses3/16"≤tf≤3/8".Forattachmenttobasesteelwithrange 1/8"≤tf < 3/16", diaphragm shear values should be calculated in accordance with Section 1.1.8.

2 TabulatedLRFDdiaphragmshearloadsarecalculatedwithaphifactor(Φ)of0.70forwindloads.3 Please refer to footnotes 4 through 8 at the end of Section 1.6 on page 60.*For noted diaphragm shear values, please see footnote 2 of Table 10 (page 19).

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3




Allowable Stress Design (ASD) - Allowable diaphragm shears, SASD, (plf) and stiffness factors, G', (kips/in.) for standard 1-1/2" deep flutes, 6" center-to-center steel deck (Fy ≥ 33 ksi; Fu ≥ 45 ksi) installed with Hilti X-HSN 24 fasteners with 36/5 or 36/4 end and interior support fastener patterns1,2,3,4,5



Span (ft- in.)4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"


22

36" O.C.SASD 448 365 393 325 354 296 325 275 299 257 280 242 265 232G' 13.2 9.7 15.8 11.6 18.1 13.4 20.1 15.1 21.9 16.6 23.5 18.0 24.9 19.2

24" O.C.SASD 495 407 444 372 408 346 380 327 359 312 343 300 329 290G' 13.4 9.8 16.1 11.8 18.5 13.7 20.7 15.5 22.7 17.2 24.6 18.8 26.3 20.2

18" O.C.SASD 537 445 491 414 457 391 432 374 412 360 397 350 384 341G' 13.5 9.8 16.3 12.0 18.8 14.0 21.2 15.8 23.4 17.6 25.4 19.3 27.2 20.9

12" O.C.SASD 612 508 573 484 545 466 524 453 507 442 494 434 483 427G' 13.7 9.9 16.6 12.1 19.3 14.2 21.8 16.2 24.2 18.1 26.4 20.0 28.5 21.7

6" O.C.SASD 766 623 744 611 729 603 717 597 707 592 700 588 694 585G' 13.9 10.1 17.0 12.4 19.9 14.6 22.7 16.8 25.3 18.8 27.8 20.8 30.3 22.8

3" O.C.SASD 766 623 744 611 729 603 717 597 707 592 700 588 694 585G' 14.1 10.2 17.3 12.6 20.3 14.9 23.3 17.1 26.1 19.3 28.8 21.4 31.4 23.4

20

36" O.C.SASD 600 490 530 439 479 403 442 376 413 355 387 338 368 324G' 20.4 15.0 23.9 17.8 26.9 20.3 29.4 22.5 31.6 24.5 33.5 26.2 35.1 27.8

24" O.C.SASD 666 550 602 506 556 474 522 450 495 431 474 416 456 404G' 20.7 15.2 24.4 18.2 27.8 21.0 30.7 23.4 33.3 25.7 35.6 27.7 37.6 29.6

18" O.C.SASD 727 603 668 564 626 536 595 515 570 499 551 485 535 475G' 20.9 15.4 24.9 18.5 28.4 21.4 31.6 24.1 34.5 26.5 37.1 28.8 39.5 30.9

12" O.C.SASD 830 688 783 659 748 638 722 622 702 610 686 600 673 592G' 21.3 15.6 25.5 18.9 29.3 22.0 32.9 24.9 36.1 27.6 39.1 30.2 41.9 32.6

6" O.C.SASD 1032 834 1008 822 990 813 977 806 967 801 958 797 951 794G' 21.8 16.0 26.4 19.5 30.7 22.8 34.7 26.0 38.5 29.1 42.1 32.0 45.4 34.8

3" O.C.SASD 1032 834 1008 822 990 813 977 806 967 801 958 797 951 794G' 22.2 16.2 27.1 19.9 31.6 23.4 36.0 26.8 40.1 30.0 44.0 33.2 47.8 36.2

18

36" O.C.SASD 745 609 660 549 599 505 554 473 519 447 492 427 467 411G' 36.7 27.6 41.7 31.9 45.7 35.5 48.7 38.4 51.1 40.9 53.0 42.9 54.5 44.7

24" O.C.SASD 830 687 753 634 698 596 657 567 624 545 599 527 578 512G' 37.6 28.3 43.3 33.1 47.9 37.2 51.8 40.8 55.0 43.9 57.7 46.6 60.0 49.0

18" O.C.SASD 907 753 838 708 788 675 750 650 721 631 698 615 678 602G' 38.3 28.8 44.5 33.9 49.7 38.5 54.1 42.5 57.9 46.0 61.2 49.2 64.1 52.1

12" O.C.SASD 1037 859 982 826 942 802 912 783 888 769 869 757 853 748G' 39.4 29.5 46.2 35.1 52.1 40.2 57.4 44.8 62.0 48.9 66.2 52.8 69.9 56.3

6" O.C.SASD 1285 1034 1258 1021 1238 1011 1223 1004 1211 998 1202 994 1194 990G' 41.0 30.6 48.8 36.8 55.9 42.6 62.4 48.0 68.3 53.1 73.7 57.8 78.7 62.3

3" O.C.SASD 1285 1034 1258 1021 1238 1011 1223 1004 1211 998 1202 994 1194 990G' 42.3 31.3 50.8 38.0 58.7 44.3 66.0 50.3 72.8 55.9 79.1 61.2 85.0 66.3

16

36" O.C.SASD 827 678 735 612 669 565 619 529 581 502 551 480 527 462G' 57.6 44.2 63.4 49.6 67.5 53.8 70.3 56.9 72.3 59.4 73.6 61.3 74.6 62.8

24" O.C.SASD 924 765 841 708 781 667 736 636 701 612 673 593 650 577G' 59.6 45.7 66.6 52.2 72.0 57.3 76.1 61.6 79.3 65.1 81.8 68.0 83.8 70.5

18" O.C.SASD 1011 840 936 791 882 756 842 729 810 708 785 691 764 678G' 61.2 46.9 69.2 54.0 75.5 60.0 80.6 65.1 84.8 69.4 88.2 73.1 91.1 76.3

12" O.C.SASD 1156 957 1098 922 1055 897 1022 877 997 862 977 850 960 840G' 63.6 48.6 72.9 56.7 80.7 63.8 87.2 70.0 92.8 75.4 97.6 80.3 101.8 84.6

6" O.C.SASD 1428 1146 1400 1133 1380 1123 1364 1116 1352 1110 1342 1106 1334 1102G' 67.5 51.2 78.9 60.8 89.0 69.5 97.8 77.3 105.7 84.5 112.7 91.1 119.0 97.1

3" O.C.SASD 1428 1146 1400 1133 1380 1123 1364 1116 1352 1110 1342 1106 1334 1102G' 70.6 53.1 83.6 63.8 95.3 73.5 105.9 82.6 115.5 91.0 124.3 98.8 132.3 106.1

1 Tabulateddiaphragmshearvaluesareforattachmentofsteeldecktobasesteelthicknesses3/16"≤tf≤3/8".Forattachmenttobasesteelwithrange 1/8"≤tf < 3/16", diaphragm shear values should be calculated in accordance with Section 1.1.8.2 TabulatedLRFDdiaphragmshearloadsarecalculatedwithaphifactor(Φ)of0.70forwindloads..3 Please refer to footnotes 4 through 8 at the end of Section 1.6 on page 60.

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3




Load Resistance Factor Design (LRFD) - Factored resistance diaphragm shears, SLRFD, (plf) and stiffness factors, G', (kips/in.) for standard 1-1/2" deep flutes, 6" center-to-center steel deck (Fy ≥ 33 ksi; Fu ≥ 45 ksi) installed with Hilti X-HSN 24 fasteners with 36/9 or 36/7 end and interior support fastener patterns1,2,3,4,5



Span (ft- in.)4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"


22

36" O.C.SLRFD 1174 820 1005 708 869 622 768 560 692 514 638 481 596 455

G' 51.9 48.5 56.4 52.0 59.2 54.1 60.9 55.4 62.0 56.0 62.5 56.4 62.7 56.5

24" O.C.SLRFD 1257 911 1095 803 979 729 878 671 802 624 748 591 706 565

G' 52.9 50.2 58.1 54.5 61.6 57.5 64.1 59.6 65.8 61.1 67.0 62.1 67.9 62.9

18" O.C.SLRFD 1336 998 1181 895 1070 824 987 771 912 731 858 700 817 674

G' 53.8 51.5 59.5 56.5 63.6 60.2 66.7 63.0 69.0 65.1 70.7 66.8 72.1 68.1

12" O.C.SLRFD 1484 1159 1342 1067 1240 1002 1164 954 1104 917 1057 888 1019 864

G' 55.2 53.5 61.7 59.6 66.7 64.3 70.7 68.1 73.8 71.1 76.4 73.6 78.6 75.7

6" O.C.SLRFD 1846 1547 1742 1482 1667 1436 1610 1402 1565 1375 1501 1354 1216 1216

G' 57.9 57.0 65.8 64.8 72.3 71.2 77.7 76.5 82.4 81.1 86.3 85.1 89.8 88.5

3" O.C.SLRFD 2291 1990 2238 1960 2199 1939 2170 1923 1900 1900 1501 1501 1216 1216

G' 60.3 60.0 69.4 69.0 77.1 76.7 83.8 83.3 89.5 89.1 94.6 94.1 99.1 98.6

20

36" O.C.SLRFD 1558 1098 1339 954 1175 850 1044 770 945 710 868 663 813 629

G' 71.9 66.1 75.9 68.9 77.9 70.1 78.7 70.4 78.8 70.3 78.5 69.9 77.9 69.3

24" O.C.SLRFD 1678 1230 1469 1093 1321 997 1206 927 1107 872 1030 825 975 791

G' 73.7 68.8 78.7 72.9 81.7 75.3 83.5 76.7 84.5 77.5 85.1 78.0 85.3 78.2

18" O.C.SLRFD 1791 1355 1593 1225 1451 1134 1346 1067 1264 1016 1192 975 1137 943

G' 75.2 71.1 81.0 76.1 84.9 79.5 87.5 81.8 89.3 83.5 90.5 84.7 91.4 85.5

12" O.C.SLRFD 2001 1585 1823 1469 1695 1387 1599 1327 1524 1281 1464 1244 1415 1214

G' 77.7 74.6 84.8 81.2 90.0 86.1 93.9 89.7 96.8 92.6 99.1 94.9 100.9 96.7

6" O.C.SLRFD 2501 2116 2377 2039 2287 1985 2218 1944 2165 1913 1956 1888 1584 1584

G' 82.5 80.9 91.9 90.2 99.4 97.5 105.4 103.4 110.4 108.4 114.6 112.6 118.1 116.1

3" O.C.SLRFD 3078* 2679 3020* 2647 2978* 2625 2946* 2608 2475 2475 1956 1956 1584 1584

G' 87.1 86.4 98.5 97.8 107.8 107.1 115.7 114.9 122.4 121.6 128.1 127.3 133.1 132.3

18

36" O.C.SLRFD 1925 1365 1660 1190 1471 1069 1314 974 1193 900 1099 843 1024 797

G' 110.2 98.7 111.6 98.8 111.0 97.5 109.4 95.7 107.4 93.8 105.2 92.0 103.1 90.2

24" O.C.SLRFD 2080 1536 1828 1370 1648 1254 1514 1169 1405 1105 1311 1053 1236 1009

G' 113.8 104.0 116.9 106.0 117.8 106.4 117.5 106.0 116.7 105.3 115.6 104.4 114.4 103.6

18" O.C.SLRFD 2227 1697 1988 1540 1817 1430 1689 1350 1590 1288 1511 1239 1447 1200

G' 117.1 108.5 121.5 112.1 123.6 113.8 124.5 114.7 124.7 115.0 124.5 115.0 124.1 114.8

12" O.C.SLRFD 2496 1990 2283 1852 2130 1755 2014 1683 1925 1628 1853 1584 1795 1549

G' 122.4 115.8 129.0 121.8 133.2 125.8 135.9 128.4 137.7 130.3 138.9 131.7 139.7 132.7

6" O.C.SLRFD 3125 2655 2981 2567 2876 2504 2796 2458 2734 2421 2684 2393 2272 2272

G' 133.0 129.5 143.7 139.9 151.6 147.7 157.6 153.8 162.3 158.6 166.2 162.5 169.3 165.7

3" O.C.SLRFD 3825* 3331 3761* 3296 3714* 3272 3679 3254 3550 3240 2805 2805 2272 2272

G' 143.6 142.1 157.9 156.3 169.1 167.5 178.1 176.5 185.5 183.9 191.6 190.1 196.8 195.4

16

36" O.C.SLRFD 2131 1517 1841 1326 1635 1193 1474 1095 1341 1014 1238 952 1155 901

G' 148.7 130.5 146.3 127.0 142.3 122.9 137.9 118.9 133.7 115.3 129.7 112.0 126.0 109.1

24" O.C.SLRFD 2308 1712 2033 1531 1836 1404 1690 1312 1577 1241 1481 1185 1398 1140

G' 154.8 138.9 154.5 137.7 152.3 135.6 149.6 133.2 146.7 130.8 143.9 128.7 141.2 126.7

18" O.C.SLRFD 2475 1895 2215 1724 2028 1605 1889 1517 1781 1450 1695 1397 1626 1354

G' 160.1 146.1 161.6 147.0 161.1 146.5 159.7 145.5 158.0 144.2 156.2 143.0 154.5 141.8

12" O.C.SLRFD 2780 2227 2550 2078 2384 1973 2259 1895 2161 1835 2084 1788 2020 1750

G' 169.1 158.0 173.6 162.2 175.7 164.3 176.6 165.5 176.8 166.1 176.7 166.4 176.3 166.5

6" O.C.SLRFD 3484 2968 3331 2875 3219 2809 3135 2760 3068 2721 3015 2691 2840 2666

G' 187.5 181.3 197.8 191.5 205.0 198.7 210.1 204.1 214.0 208.2 217.0 211.4 219.4 214.1

3" O.C.SLRFD 4247 3699 4181 3664 4133 3639 4097 3621 4068 3606 3506 3506 2840 2840

G' 206.5 203.7 222.3 219.5 234.2 231.5 243.4 240.8 250.7 248.2 256.7 254.3 261.7 259.4


2 TabulatedLRFDdiaphragmshearloadsarecalculatedwithaphifactor(Φ)of0.70forwindloads.TocalculateLRFDvaluesforloadcombinationsinvolvingearthquake,dividevaluesintableby0.70andmultiplybyaphifactor(Φ)of0.65.Panelbucklinghasbeenchecked.

3 Please refer to footnotes 4 through 8 at the end of Section 1.6 on page 60.*For noted diaphragm shear values, please see footnote 2 of Table 10 (page 19) of this document

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3




Load Resistance Factor Design (LRFD) - Factored resistance diaphragm shears, SLRFD, (plf) and stiffness factors, G', (kips/in.) for standard 1-1/2" deep flutes, 6" center-to-center steel deck (Fy ≥ 33 ksi; Fu ≥ 45 ksi) installed with Hilti X-HSN 24 fasteners with 36/5 or 36/4 end and interior support fastener patterns1,2,3,4,5



Span (ft- in.)4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"


22

36" O.C.SLRFD 737 599 646 534 582 487 534 452 491 422 460 398 436 381

G' 13.2 9.7 15.8 11.6 18.1 13.4 20.1 15.1 21.9 16.6 23.5 18.0 24.9 19.2

24" O.C.SLRFD 813 669 729 611 670 569 625 537 590 513 563 493 540 477

G' 13.4 9.8 16.1 11.8 18.5 13.7 20.7 15.5 22.7 17.2 24.6 18.8 26.3 20.2

18" O.C.SLRFD 883 732 806 680 751 643 710 614 678 592 652 574 631 560

G' 13.5 9.8 16.3 12.0 18.8 14.0 21.2 15.8 23.4 17.6 25.4 19.3 27.2 20.9

12" O.C.SLRFD 1006 835 942 795 896 766 861 744 833 726 811 712 793 701

G' 13.7 9.9 16.6 12.1 19.3 14.2 21.8 16.2 24.2 18.1 26.4 20.0 28.5 21.7

6" O.C.SLRFD 1259 1023 1223 1005 1197 991 1178 981 1162 973 1150 967 1140 962

G' 13.9 10.1 17.0 12.4 19.9 14.6 22.7 16.8 25.3 18.8 27.8 20.8 30.3 22.8

3" O.C.SLRFD 1259 1023 1223 1005 1197 991 1178 981 1162 973 1150 967 1140 962

G' 14.1 10.2 17.3 12.6 20.3 14.9 23.3 17.1 26.1 19.3 28.8 21.4 31.4 23.4

20

36" O.C.SLRFD 985 805 870 722 788 662 727 618 679 583 636 556 605 532

G' 20.4 15.0 23.9 17.8 26.9 20.3 29.4 22.5 31.6 24.5 33.5 26.2 35.1 27.8

24" O.C.SLRFD 1095 904 989 831 914 779 857 739 813 708 778 684 750 663

G' 20.7 15.2 24.4 18.2 27.8 21.0 30.7 23.4 33.3 25.7 35.6 27.7 37.6 29.6

18" O.C.SLRFD 1194 991 1098 928 1029 882 977 847 937 820 905 798 878 780

G' 20.9 15.4 24.9 18.5 28.4 21.4 31.6 24.1 34.5 26.5 37.1 28.8 39.5 30.9

12" O.C.SLRFD 1364 1131 1286 1083 1230 1049 1187 1023 1154 1002 1127 986 1105 972

G' 21.3 15.6 25.5 18.9 29.3 22.0 32.9 24.9 36.1 27.6 39.1 30.2 41.9 32.6

6" O.C.SLRFD 1696 1370 1656 1350 1628 1336 1606 1325 1588 1317 1574 1310 1563 1304

G' 21.8 16.0 26.4 19.5 30.7 22.8 34.7 26.0 38.5 29.1 42.1 32.0 45.4 34.8

3" O.C.SLRFD 1696 1370 1656 1350 1628 1336 1606 1325 1588 1317 1574 1310 1563 1304

G' 22.2 16.2 27.1 19.9 31.6 23.4 36.0 26.8 40.1 30.0 44.0 33.2 47.8 36.2

18

36" O.C.SLRFD 1224 1001 1084 902 985 830 911 777 853 735 808 702 768 675

G' 36.7 27.6 41.7 31.9 45.7 35.5 48.7 38.4 51.1 40.9 53.0 42.9 54.5 44.7

24" O.C.SLRFD 1364 1128 1238 1042 1147 979 1079 932 1026 895 984 866 950 842

G' 37.6 28.3 43.3 33.1 47.9 37.2 51.8 40.8 55.0 43.9 57.7 46.6 60.0 49.0

18" O.C.SLRFD 1490 1238 1377 1163 1295 1109 1233 1068 1185 1036 1146 1010 1115 989

G' 38.3 28.8 44.5 33.9 49.7 38.5 54.1 42.5 57.9 46.0 61.2 49.2 64.1 52.1

12" O.C.SLRFD 1704 1411 1614 1357 1548 1317 1498 1287 1459 1264 1427 1245 1402 1229

G' 39.4 29.5 46.2 35.1 52.1 40.2 57.4 44.8 62.0 48.9 66.2 52.8 69.9 56.3

6" O.C.SLRFD 2111 1699 2067 1677 2034 1662 2010 1650 1991 1640 1975 1633 1962 1627

G' 41.0 30.6 48.8 36.8 55.9 42.6 62.4 48.0 68.3 53.1 73.7 57.8 78.7 62.3

3" O.C.SLRFD 2111 1699 2067 1677 2034 1662 2010 1650 1991 1640 1975 1633 1962 1627

G' 42.3 31.3 50.8 38.0 58.7 44.3 66.0 50.3 72.8 55.9 79.1 61.2 85.0 66.3

16

36" O.C.SLRFD 1359 1114 1207 1005 1099 928 1018 869 955 824 906 788 865 759

G' 57.6 44.2 63.4 49.6 67.5 53.8 70.3 56.9 72.3 59.4 73.6 61.3 74.6 62.8

24" O.C.SLRFD 1518 1257 1382 1164 1283 1096 1209 1045 1152 1005 1106 974 1069 948

G' 59.6 45.7 66.6 52.2 72.0 57.3 76.1 61.6 79.3 65.1 81.8 68.0 83.8 70.5

18" O.C.SLRFD 1661 1380 1538 1300 1450 1242 1383 1198 1331 1164 1290 1136 1256 1114

G' 61.2 46.9 69.2 54.0 75.5 60.0 80.6 65.1 84.8 69.4 88.2 73.1 91.1 76.3

12" O.C.SLRFD 1900 1572 1804 1515 1733 1473 1680 1441 1638 1416 1605 1396 1578 1380

G' 63.6 48.6 72.9 56.7 80.7 63.8 87.2 70.0 92.8 75.4 97.6 80.3 101.8 84.6

6" O.C.SLRFD 2347 1884 2301 1862 2267 1846 2242 1834 2222 1824 2206 1817 2193 1810

G' 67.5 51.2 78.9 60.8 89.0 69.5 97.8 77.3 105.7 84.5 112.7 91.1 119.0 97.1

3" O.C.SLRFD 2347 1884 2301 1862 2267 1846 2242 1834 2222 1824 2206 1817 2193 1810

G' 70.6 53.1 83.6 63.8 95.3 73.5 105.9 82.6 115.5 91.0 124.3 98.8 132.3 106.1



3 Please refer to footnotes 4 through 8 at the end of Section 1.6 on page 60.

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3




Limit States Design (LSD) - Factored resistance diaphragm shears, SLSD, (N/mm) and stiffness factors, G', (103 N/mm) for standard 38 mm deep flutes, 152 mm center-to-center steel deck (Fy ≥ 230 MPa; Fu ≥ 310 MPa) installed with Hilti X-HSN 24 fasteners with 914/9 (36/9) or 914/7 (36/7) end and interior support fastener patterns1,2,3,4,5



Span (ft- in.)4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"


22

900 mm O.C.SLSD 16.1 11.3 13.8 9.7 12.0 8.6 10.6 7.7 9.5 7.1 8.8 6.6 8.2 6.3G' 9.0 8.5 9.8 9.1 10.3 9.5 10.7 9.7 10.9 9.8 11.0 9.9 11.0 9.9

600 mm O.C..SLSD 17.3 12.5 15.0 11.0 13.5 10.0 12.1 9.2 11.1 8.6 10.3 8.1 9.7 7.8G' 9.2 8.7 10.1 9.5 10.8 10.1 11.2 10.4 11.5 10.7 11.7 10.9 11.9 11.0

450 mm O.C.SLSD 18.3 13.7 16.2 12.3 14.7 11.3 13.6 10.6 12.6 10.1 11.8 9.6 11.2 9.3G' 9.4 9.0 10.4 9.9 11.1 10.5 11.6 11.0 12.1 11.4 12.4 11.7 12.6 11.9

300 mm O.C.SLSD 20.3 15.9 18.4 14.6 17.0 13.8 16.0 13.1 15.2 12.6 14.5 12.2 14.0 11.9G' 9.6 9.3 10.7 10.4 11.6 11.2 12.3 11.9 12.9 12.4 13.4 12.9 13.8 13.3

150 mm O.C.SLSD 25.3 21.2 23.9 20.3 22.8 19.7 22.1 19.2 21.4 18.8 21.0 18.6 17.2 17.2G' 10.0 9.9 11.4 11.3 12.6 12.4 13.5 13.3 14.4 14.1 15.1 14.8 15.7 15.5

75 mm O.C.SLSD 31.2* 27.1 30.5 26.7 30.0 26.4 29.6 26.2 26.8 26.1 21.2 21.2 17.2 17.2G' 10.5 10.4 12.0 12.0 13.4 13.3 14.6 14.5 15.6 15.5 16.5 16.4 17.3 17.2

20

900 mm O.C.SLSD 21.4 15.1 18.4 13.1 16.2 11.7 14.4 10.6 13.0 9.8 12.0 9.1 11.2 8.7G' 12.5 11.5 13.3 12.1 13.6 12.3 13.8 12.4 13.8 12.4 13.8 12.3 13.7 12.2

600 mm O.C.SLSD 23.0 16.9 20.2 15.0 18.1 13.7 16.6 12.8 15.3 12.0 14.2 11.4 13.4 10.9G' 12.8 12.0 13.7 12.7 14.3 13.2 14.6 13.5 14.8 13.6 14.9 13.7 15.0 13.8

450 mm O.C.SLSD 24.6 18.6 21.9 16.8 19.9 15.6 18.5 14.7 17.4 14.0 16.4 13.4 15.7 13.0G' 13.1 12.4 14.2 13.3 14.9 13.9 15.3 14.3 15.7 14.6 15.9 14.9 16.0 15.0

300 mm O.C.SLSD 27.4 21.7 25.0 20.2 23.3 19.0 21.9 18.2 20.9 17.6 20.1 17.1 19.4 16.7G' 13.5 13.0 14.8 14.2 15.7 15.0 16.4 15.7 17.0 16.2 17.4 16.6 17.7 17.0

150 mm O.C.SLSD 34.2 28.9 32.5 27.9 31.3 27.2 30.4 26.6 29.6 26.2 27.6 25.8 22.4 22.4G' 14.4 14.1 16.0 15.7 17.3 17.0 18.4 18.1 19.3 18.9 20.0 19.7 20.7 20.3

75 mm O.C.SLSD 41.9* 36.5 41.2* 36.1 40.6* 35.8 40.2* 35.5 35.0 35.0 27.6 27.6 22.4 22.4G' 15.1 15.0 17.1 17.0 18.8 18.6 20.2 20.0 21.3 21.2 22.3 22.2 23.2 23.1

18

900 mm O.C.SLSD 26.4 18.8 22.8 16.4 20.2 14.7 18.1 13.4 16.4 12.4 15.2 11.6 14.1 11.0G' 19.3 17.3 19.6 17.3 19.5 17.2 19.2 16.9 18.9 16.5 18.5 16.2 18.2 15.9

600 mm O.C.SLSD 28.5 21.1 25.1 18.8 22.6 17.2 20.8 16.1 19.4 15.2 18.1 14.5 17.0 13.9G' 19.9 18.2 20.5 18.6 20.7 18.7 20.7 18.7 20.5 18.5 20.4 18.4 20.2 18.3

450 mm O.C.SLSD 30.5 23.3 27.3 21.2 25.0 19.7 23.2 18.5 21.8 17.7 20.8 17.0 19.9 16.5G' 20.5 19.0 21.3 19.7 21.7 20.0 21.9 20.2 21.9 20.2 21.9 20.2 21.8 20.2

300 mm O.C.SLSD 34.2 27.3 31.3 25.4 29.2 24.1 27.7 23.1 26.4 22.4 25.4 21.8 24.6 21.3G' 21.4 20.3 22.6 21.3 23.3 22.1 23.8 22.5 24.2 22.9 24.4 23.2 24.6 23.3

150 mm O.C.SLSD 42.7 36.3 40.8 35.1 39.4 34.3 38.3 33.6 37.4 33.1 36.7 32.8 32.1 32.1G' 23.2 22.6 25.1 24.5 26.5 25.8 27.6 26.9 28.4 27.8 29.1 28.5 29.7 29.1

75 mm O.C.SLSD 52.1* 45.4 51.2* 44.9 50.6* 44.6 50.1* 44.3 49.8 44.1 39.6 39.6 32.1 32.1G' 25.0 24.7 27.5 27.3 29.5 29.2 31.1 30.8 32.4 32.1 33.5 33.2 34.4 34.2

16

900 mm O.C.SLSD 29.3 20.8 25.3 18.2 22.5 16.4 20.3 15.1 18.5 14.0 17.1 13.1 15.9 12.4G' 26.1 22.9 25.7 22.4 25.1 21.7 24.3 21.0 23.6 20.4 22.9 19.8 22.3 19.3

600 mm O.C.SLSD 31.7 23.5 27.9 21.0 25.2 19.3 23.2 18.0 21.7 17.1 20.4 16.3 19.3 15.7G' 27.1 24.4 27.1 24.2 26.8 23.9 26.3 23.5 25.9 23.1 25.4 22.7 24.9 22.4

450 mm O.C.SLSD 33.9 26.0 30.4 23.7 27.9 22.1 26.0 20.9 24.5 19.9 23.3 19.2 22.3 18.6G' 28.1 25.6 28.4 25.8 28.3 25.8 28.1 25.6 27.8 25.4 27.5 25.2 27.2 25.0

300 mm O.C.SLSD 38.1 30.5 35.0 28.5 32.7 27.1 31.0 26.0 29.7 25.2 28.6 24.6 27.7 24.0G' 29.6 27.7 30.4 28.5 30.9 28.9 31.0 29.1 31.1 29.2 31.1 29.3 31.1 29.3

150 mm O.C.SLSD 47.6 40.6 45.5 39.3 44.0 38.4 42.9 37.8 42.0 37.2 41.3 36.8 40.1 36.5G' 32.8 31.7 34.6 33.5 35.9 34.8 36.9 35.8 37.6 36.5 38.1 37.1 38.5 37.6

75 mm O.C.SLSD 57.8 50.4 56.9 49.9 56.3 49.6 55.8 49.3 55.4 49.1 49.5 49.0 40.1 40.1G' 36.0 35.6 38.8 38.4 40.9 40.5 42.6 42.1 43.9 43.5 45.0 44.6 45.9 45.5

1 Tabulateddiaphragmshearvaluesareforattachmentofsteeldecktobasesteelthicknesses5mm≤tf≤10mm.Forattachmenttobasesteelthicknesswithrange3mm≤tf < 5 mm, diaphragm shear values should be calculated in accordance with Section 1.1.8.


3 Please refer to footnotes 4 through 8 at the end of Section 1.6 on page 60.*For noted diaphragm shear values, please see footnote 2 of Table 10 (page 19) of this document

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3

914/9 (36/9)

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3

914/7 (36/7)

c




Limit States Design (LSD) - Factored resistance diaphragm shears, SLSD, (N/mm) and stiffness factors, G', (103 N/mm) for standard 38 mm deep flutes, 152 mm center-to-center steel deck (Fy ≥ 230 MPa; Fu ≥ 310 MPa) installed with Hilti X-HSN 24 fasteners with 914/5 (36/5) or 914/4 (36/4) end and interior support fastener patterns1,2,3,4,5



Span (ft- in.)4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"


22

900 mm O.C.SLSD 10.1 8.2 8.9 7.3 8.0 6.7 7.3 6.2 6.8 5.8 6.3 5.5 6.0 5.2G' 2.3 1.7 2.7 2.0 3.1 2.3 3.5 2.6 3.8 2.9 4.1 3.1 4.3 3.3

600 mm O.C..SLSD 11.2 9.2 10.0 8.4 9.2 7.8 8.6 7.4 8.1 7.0 7.7 6.8 7.4 6.5G' 2.3 1.7 2.8 2.0 3.2 2.4 3.6 2.7 3.9 3.0 4.3 3.3 4.6 3.5

450 mm O.C.SLSD 12.1 10.0 11.1 9.3 10.3 8.8 9.7 8.4 9.3 8.1 9.0 7.9 8.7 7.7G' 2.3 1.7 2.8 2.1 3.3 2.4 3.7 2.7 4.0 3.1 4.4 3.3 4.7 3.6

300 mm O.C.SLSD 13.8 11.4 12.9 10.9 12.3 10.5 11.8 10.2 11.4 9.9 11.1 9.8 10.9 9.6G' 2.4 1.7 2.9 2.1 3.3 2.5 3.8 2.8 4.2 3.1 4.6 3.5 4.9 3.8

150 mm O.C.SLSD 17.2 13.9 16.7 13.7 16.3 13.5 16.1 13.4 15.9 13.3 15.7 13.2 15.6 13.1G' 2.4 1.7 2.9 2.1 3.4 2.5 3.9 2.9 4.4 3.3 4.8 3.6 5.2 3.9

75 mm O.C.SLSD 17.2 13.9 16.7 13.7 16.3 13.5 16.1 13.4 15.9 13.3 15.7 13.2 15.6 13.1G' 2.4 1.8 3.0 2.2 3.5 2.6 4.0 3.0 4.5 3.3 5.0 3.7 5.4 4.0

20

900 mm O.C.SLSD 13.5 11.0 11.9 9.9 10.8 9.1 10.0 8.5 9.3 8.0 8.8 7.6 8.3 7.3G' 3.5 2.6 4.1 3.1 4.7 3.5 5.1 3.9 5.5 4.3 5.8 4.6 6.1 4.8

600 mm O.C.SLSD 15.0 12.4 13.6 11.4 12.5 10.7 11.8 10.1 11.2 9.7 10.7 9.4 10.3 9.1G' 3.6 2.6 4.2 3.2 4.8 3.6 5.3 4.1 5.8 4.5 6.2 4.8 6.6 5.1

450 mm O.C.SLSD 16.4 13.6 15.1 12.7 14.1 12.1 13.4 11.6 12.9 11.2 12.4 10.9 12.1 10.7G' 3.6 2.7 4.3 3.2 4.9 3.7 5.5 4.2 6.0 4.6 6.4 5.0 6.9 5.4

300 mm O.C.SLSD 18.7 15.4 17.6 14.8 16.8 14.3 16.3 14.0 15.8 13.7 15.5 13.5 15.2 13.3G' 3.7 2.7 4.4 3.3 5.1 3.8 5.7 4.3 6.3 4.8 6.8 5.2 7.3 5.6

150 mm O.C.SLSD 23.1 18.6 22.6 18.4 22.2 18.2 21.9 18.1 21.7 17.9 21.5 17.8 21.3 17.8G' 3.8 2.8 4.6 3.4 5.3 3.9 6.0 4.5 6.7 5.0 7.3 5.5 7.9 6.0

75 mm O.C.SLSD 23.1 18.6 22.6 18.4 22.2 18.2 21.9 18.1 21.7 17.9 21.5 17.8 21.3 17.8G' 3.8 2.8 4.7 3.4 5.5 4.0 6.2 4.6 6.9 5.2 7.6 5.7 8.3 6.3

18

900 mm O.C.SLSD 16.8 13.7 14.9 12.4 13.5 11.4 12.5 10.7 11.7 10.1 11.1 9.6 10.6 9.3G' 6.4 4.8 7.3 5.5 8.0 6.2 8.5 6.7 8.9 7.1 9.3 7.5 9.5 7.8

600 mm O.C.SLSD 18.7 15.5 17.0 14.3 15.7 13.4 14.8 12.8 14.1 12.3 13.5 11.9 13.0 11.6G' 6.5 4.9 7.5 5.7 8.3 6.5 9.0 7.1 9.6 7.6 10.1 8.1 10.5 8.5

450 mm O.C.SLSD 20.4 16.9 18.9 15.9 17.8 15.2 16.9 14.6 16.3 14.2 15.7 13.9 15.3 13.6G' 6.6 5.0 7.7 5.9 8.6 6.7 9.4 7.4 10.1 8.0 10.7 8.6 11.2 9.1

300 mm O.C.SLSD 23.3 19.3 22.1 18.5 21.2 18.0 20.5 17.6 20.0 17.3 19.6 17.0 19.2 16.8G' 6.8 5.1 8.0 6.1 9.1 7.0 10.0 7.8 10.8 8.5 11.5 9.2 12.2 9.8

150 mm O.C.SLSD 28.8 23.1 28.2 22.8 27.7 22.6 27.4 22.5 27.2 22.3 27.0 22.2 26.8 22.2G' 7.1 5.3 8.5 6.4 9.7 7.4 10.8 8.3 11.9 9.2 12.8 10.0 13.7 10.8

75 mm O.C.SLSD 28.8 23.1 28.2 22.8 27.7 22.6 27.4 22.5 27.2 22.3 27.0 22.2 26.8 22.2G' 7.3 5.4 8.8 6.6 10.2 7.7 11.4 8.7 12.6 9.7 13.7 10.6 14.8 11.5

16

900 mm O.C.SLSD 18.6 15.3 16.6 13.8 15.1 12.7 14.0 11.9 13.1 11.3 12.4 10.8 11.9 10.4G' 10.0 7.7 11.1 8.6 11.8 9.4 12.3 9.9 12.7 10.4 12.9 10.7 13.1 11.0

600 mm O.C.SLSD 20.8 17.2 19.0 16.0 17.6 15.0 16.6 14.3 15.8 13.8 15.2 13.4 14.7 13.0G' 10.4 7.9 11.6 9.1 12.6 10.0 13.3 10.7 13.9 11.4 14.3 11.9 14.7 12.3

450 mm O.C.SLSD 22.8 18.9 21.1 17.8 19.9 17.0 19.0 16.4 18.3 16.0 17.7 15.6 17.2 15.3G' 10.6 8.1 12.0 9.4 13.2 10.4 14.1 11.3 14.8 12.1 15.4 12.8 16.0 13.3

300 mm O.C.SLSD 26.0 21.5 24.7 20.7 23.7 20.1 23.0 19.7 22.4 19.4 22.0 19.1 21.6 18.9G' 11.0 8.4 12.7 9.8 14.0 11.1 15.2 12.2 16.2 13.1 17.0 14.0 17.8 14.8

150 mm O.C.SLSD 32.0 25.6 31.4 25.3 30.9 25.1 30.6 25.0 30.3 24.8 30.1 24.7 29.9 24.7G' 11.7 8.9 13.7 10.5 15.5 12.0 17.0 13.4 18.4 14.7 19.6 15.8 20.7 16.9

75 mm O.C.SLSD 32.0 25.6 31.4 25.3 30.9 25.1 30.6 25.0 30.3 24.8 30.1 24.7 29.9 24.7G' 12.2 9.2 14.5 11.0 16.5 12.7 18.4 14.3 20.1 15.8 21.6 17.1 23.0 18.4

1 Tabulateddiaphragmshearvaluesareforattachmentofsteeldecktobasesteelthicknesses5mm≤tf≤10mm.Forattachmenttobasesteelthicknesswithrange3mm≤tf < 5 mm, diaphragm shear values should be calculated in accordance with Section 1.1.8.


3 Please refer to footnotes 4 through 8 at the end of Section 1.6 on page 60..

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3

914/5 (36/5)

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3

914/4 (36/4)

c




Diaphragm Table 36-4 with X-HSN 24 Metric

Limit States Design (LSD)-Factored Resistance Diaphragm Shear, q, (N/mm) and Flexibility Factor, F, (mm x 10-6/N) for 38 mm 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)Sidelap Connection #10 screw at 600 mm O.C. #10 screw at 450 mm O.C. #10 screw at 300 mm O.C. #10 screw at 150 mm O.C.

deck gauge thickness 22 20 18 16 22 20 18 16 22 20 18 16 22 20 18 16

1200Strength, SLSD 4.7 5.6 7.4 9.3 4.7 5.6 7.4 9.3 6.2 7.4 9.8 12.2 8.1 9.8 12.8 16.0

Flexibility Factor, F 595 384 210 132 595 384 210 132 578 369 197 120 567 359 188 113

1500Strength, SLSD 3.9 4.7 6.1 7.6 4.6 5.5 7.3 9.2 5.9 7.1 9.3 11.6 7.9 9.5 12.6 15.7


1800Strength, SLSD 4.0 4.7 6.2 7.8 4.6 5.5 7.2 9.2 5.6 6.8 8.9 11.2 7.8 9.4 12.3 15.5


2100Strength, SLSD 3.4 4.1 5.4 6.8 4.0 4.8 6.3 7.9 5.4 6.6 8.6 10.8 7.6 9.3 12.2 15.3


2400Strength, SLSD 3.5 4.2 5.6 7.1 4.0 4.8 6.3 8.0 5.3 6.3 8.5 10.6 7.6 9.2 12.1 15.2


2700Strength, SLSD 3.1 3.8 4.9 6.2 4.0 4.9 6.5 8.1 5.2 6.2 8.2 10.3 7.5 9.2 12.0 15.0


3000Strength, SLSD 3.2 3.9 5.2 6.6 3.6 4.5 5.9 7.4 5.1 6.2 8.1 10.2 7.5 9.0 12.0 14.9



Limit States Design (LSD)-Factored Resistance Diaphragm Shear, q, (N/mm) and Flexibility Factor, F, (mm x 10-6/N) for 38 mm 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)Sidelap Connection Button Punch 600 mm O.C. Button Punch 450 mm O.C. Button Punch 300 mm O.C. Button Punch 150 mm O.C.

deck gauge thickness 22 20 18 16 22 20 18 16 22 20 18 16 22 20 18 16

1200Strength, SLSD 5.8 7.1 9.5 12.1 5.8 7.1 9.5 12.1 6.5 8.1 11.2 14.8 7.8 10.0 14.3 19.6


1500Strength, SLSD 4.6 5.6 7.5 9.8 4.8 6.0 8.3 10.9 5.5 6.9 9.9 13.2 6.9 8.9 13.2 18.2


1800Strength, SLSD 4.0 4.9 6.9 9.2 4.2 5.4 7.5 10.1 4.8 6.1 8.8 12.1 6.2 8.2 12.2 17.3


2100Strength, SLSD 3.4 4.2 5.9 7.8 3.6 4.6 6.5 8.7 4.2 5.5 8.1 11.3 5.8 7.8 11.6 16.6


2400Strength, SLSD 3.2 4.0 5.6 7.5 3.3 4.2 6.1 8.3 3.9 5.1 7.5 10.7 5.4 7.3 11.2 16.0


2700Strength, SLSD 2.7 3.5 4.9 6.6 3.1 4.0 5.8 8.0 3.6 4.7 7.2 10.1 5.2 6.9 10.8 15.6


3000Strength, SLSD 2.6 3.3 4.8 6.6 2.7 3.5 5.2 7.2 3.4 4.5 6.8 9.8 4.9 6.7 10.5 15.3


1 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.

c

Limit States Design-Factored resistance diaphragm tables for deck fasteners (Canada)Diaphragm Table 36-7with X-HSN 24 Metric

Limit States Design (LSD)-Factored Resistance Diaphragm Shear, q, (N/mm) and Flexibility Factor, F, (mm x 10-6/N) for 38 mm deep steel nestable deck fastened w/Hilti X-HSN 24 w/screwed sidelaps (Canada only)1,2,3



Deck gauge thickness 22 20 18 16 22 20 18 16 22 20 18 16 22 20 18 16

1200Strength, SLSD 6.5 7.9 10.2 12.8 6.5 7.9 10.2 12.8 8.3 10.1 13.3 16.7 11.6 14.0 18.4 23.1


1500Strength, SLSD 5.2 6.2 8.2 10.3 6.1 7.4 9.6 12.1 7.6 9.3 12.2 15.3 11.0 13.4 17.6 22.0


1800Strength, SLSD 5.1 6.1 8.1 10.1 5.8 7.1 9.3 11.6 7.2 8.7 11.4 14.3 10.7 12.9 17.0 21.3


2100Strength, SLSD 4.2 5.2 6.9 8.7 4.9 6.0 8.0 10.0 6.8 8.2 10.8 13.6 9.6 12.6 16.6 20.7


2400Strength, SLSD 4.2 5.2 6.9 8.7 4.8 5.9 7.9 9.9 6.6 7.9 10.5 13.0 7.4 9.8 15.0 20.3


2700Strength, SLSD 3.8 4.6 6.1 7.6 4.8 5.9 7.8 9.8 5.9 7.6 10.1 12.7 5.9 7.8 11.9 16.6


3000Strength, SLSD 3.9 4.7 6.2 7.8 4.3 5.3 6.9 8.7 4.7 6.2 9.6 12.3 4.7 6.2 9.6 13.5






Limit States Design (LSD)-Factored Resistance Diaphragm Shear, q, (N/mm) and Flexibility Factor, F, (mm x 10-6/N) for 75 mm deep steel deck fastened with Hilti X-HSN 24 w/button punch sidelaps (Canada only)1, 2, 3




2400Strength, SLSD 2.0 2.6 3.7 5.2 2.1 2.8 4.2 5.8 2.6 3.5 5.4 7.8 3.9 5.4 8.8 12.9


2700Strength, SLSD 1.7 2.2 3.3 4.5 2.0 2.6 4.0 5.7 2.4 3.3 5.1 7.5 3.7 5.2 8.5 12.6


1800Strength, SLSD 1.6 2.1 3.2 4.5 1.7 2.3 3.5 5.1 2.3 3.1 4.9 7.2 3.6 5.0 8.2 12.4


3300Strength, SLSD 1.4 1.9 2.9 4.1 1.7 2.2 3.5 5.0 2.1 2.9 4.7 7.0 3.4 4.8 8.0 12.2


3600Strength, SLSD 1.4 1.9 2.9 4.1 1.6 2.2 3.4 5.0 2.0 2.8 4.5 6.8 3.3 4.7 7.9 12


3900Strength, SLSD 1.2 1.7 2.6 3.8 1.4 2.0 3.1 4.6 1.9 2.7 4.4 6.6 3.2 4.6 7.8 11.9


4200Strength, SLSD 1.2 1.6 2.6 3.8 1.4 1.9 3.1 4.6 1.9 2.6 4.3 6.5 3.2 4.5 7.6 11.8



c

Note: Reference pages 30-31 for generally higher diaphragm capacities with Hilti Sidelap Connectors (SLC).

Limit States Design-Factored resistance diaphragm tables for deck fasteners (Canada)Diaphragm Table 36-4with X-HSN 24 Metric

Limit States Design (LSD)-Factored Resistance Diaphragm Shear, q, (N/mm) and Flexibility Factor, F, (mm x 10-6/N) for 38 mm deep steel deck fastened w/Hilti X-HSN 24 w/button punch sidelaps (Canada only)1,2,3




1200Strength, SLSD 4.1 4.3 5.7 7.4 3.5 4.3 5.7 7.4 4.0 5.0 7.0 9.3 4.8 6.2 8.9 12.0


1500Strength, SLSD 3.3 4.0 5.5 7.2 3.5 4.5 6.2 8.1 4.1 5.2 7.4 10.0 5.3 6.8 9.9 13.6


1800Strength, SLSD 2.9 3.6 5.2 6.9 3.2 4.1 5.9 7.9 3.6 4.7 6.9 9.4 4.9 6.5 9.5 13.2


2100Strength, SLSD 2.5 3.2 4.5 6.0 2.7 3.8 4.9 6.8 3.3 4.5 6.5 8.9 4.7 6.1 9.2 12.9


2400Strength, SLSD 2.4 2.9 4.3 6.0 2.5 3.5 4.8 6.7 3.1 4.1 6.2 8.6 4.5 5.9 8.9 12.7


2700Strength, SLSD 2.0 2.6 3.8 5.3 2.4 3.4 4.7 6.6 2.9 3.9 6.0 8.3 4.2 5.8 8.8 12.5


3000Strength, SLSD 2.0 2.6 3.8 5.3 2.1 3.2 4.2 6.0 2.7 3.6 5.8 8.1 4.1 5.6 8.7 12.3






DX 860-HSN Decking SystemToolsDescription Notes Qty

DX 860-HSN Stand-Up Decking Tool Use-on-Demand service provides daily rental 1 pcs

AccessoriesDescription Notes Qty

HSN Piston and Brake Spares PackReplacement piston and brake for DX 860-HSN

1 pcs

Fasteners (Combos with 40-strip Cartridges)Description Notes QtyX-HSN 24 bulk fastener/cartridge combo 1/8"(3mm)≤tf≤3/8" (10 mm) 2,000 pcsX-HSN 24 pallet fastener/cartridge combo 1/8"(3mm)≤tf≤3/8" (10 mm) 32,000 pcs

DX 460-SM Decking SystemToolsDescription Notes QtyDX 460-SM Hand Held Decking Tool 1 pcs

AccessoriesDescription Notes QtyMagazine X-SM Replacement magazine for DX 460-SM 1 pcsPiston X-AP PSM Replacement piston for DX 460-SM 1 pcsBuffer (reinforced) X-460-B Replacement buffer for DX-460-SM 1 pcs

Fasteners (Combos with 10-strip cartridges for DX 460-SM)Description Notes QtyX-HSN 24 bulk fastener/cartridge combo 3/16"(5mm)≤tf≤3/8" (10 mm) 1,000 pcsX-HSN 24 pallet fastener/cartridge combo 3/16"(5mm)≤tf≤3/8" (10 mm) 32,000 pcs

X-ENP-19 for Fastening Deck to Structural Steel 1.3




1.3.2 Material Specifications

Fastener Fastener material

Fastener plating

Nominal fastener hardness

X-ENP-19 L15 Carbon Steel 5 µm Zinc1 58 HRC1 ASTM B633, SC 1, Type III. Reference Section 2.3.3.1 of Hilti North American Product Technical Guide

Volume 1: Direct Fastening for more information.

1.3.3 Technical DataAllowable pullout loads for attachments to steel base material lb (kN)1, 2, 3

FastenerBase material thickness (in.)

1/4 3/8 1/24 ≥ 5/84

X-ENP-19 L15 905 (4.03) 1125 (5.00) 1010 (4.49) 965 (4.29)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 5.0.4 Allowable values are based on minimum 1/2" penetration depth through or into base steel. For 3/8"

penetration depth into 1/2" and thicker steels, reduce the allowable load capacity to 635 lb (2.79 kN).

Allowable pullover and shear bearing loads for attaching steel deck1,2,3

Fastener

Steel deck gauge (in.)16 (0.0598) 18 (0.0474) 20 (0.0358) 22 (0.0295) 24 (0.0239) 26 (0.0179)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

X-ENP-19 L15940 1050 875 840 755 640 665 535 400 440 185 335

(4.14) (4.62) (3.85) (3.70) (3.32) (2.82) (2.93) (2.35) (1.78) (1.94) (0.81) (1.47)1 Minimum base steel thickness must be greater than or equal to 1/4" (6 mm).2 Allowable values are based on a safety factor of 3.0.3 Loads based on ASTM A1008, or minimum ASTM A653 SQ33 steel deck.





X-ENP-19 L15

X-ENP-19 L15 MX and MXR

Approvals/ListingsICC-ES (International Code Council) ESR-2776, ESR-2197, ESR-1116, ESR-1169, ESR-1414COLA (City of Los Angeles) RR 25877, RR 25296FM (Factory 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. RefertoFMRoofNavforspecificassembly listings.UL (Underwriters Laboratories) Fasteners for attaching steel roof deck (upliftandfireclassification)ABS (American Bureau of Shipping)

The Hilti structural steel deck fastening system consists of powder-actuated tools which are primarily used with one fastener: the X-ENP-19 L15, which is available either collated or non-collated.

For most structural steel decking jobs, the tool of choice is the DX 860-ENP-L tool. This self-contained stand up decking tool is powered by 0.27 caliber long cartridges, which are loaded into the tool in strips of 40. The cartridges drive the X-ENP-19 L15 MXR fastener (collated version) into almost any type of steel deck and base steel thicknesses greater than or equal to 1/4". These

fasteners are available in collated strips of 10. Four of these strips are loaded into the DX 860-ENP-L tool along with the cartridge strip, and enable the operator to fasten at a rate of up to 1,000 quality fastenings per hour.

Other tools include the hand held DX 76-MX, a semi-automatic magazine tool. Other configurations of the DX 76 include a single fastener guide variation of the tool for miscellaneous use.

Hilti X-ENP-19 steel deck fasteners comply with ANSI/SDI RD1.0, C1.0 and NC1.0 standards.

1.3 X-ENP-19 for Fastening Deck to Structural Steel



Allowable Stress Design (ASD)-Allowable diaphragm shears, SASD, (plf) and stiffness factors, G', (kips/in.) for standard 1-1/2" deep flutes, 6" center-to-center steel deck (Fy ≥ 33 ksi; Fu ≥ 45 ksi) installed with Hilti X-ENP-19 L15 fasteners with 36/9 or 36/7 end and interior support fastener patterns1,2,3,4,5



Span (ft- in.)4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"


22

36" O.C.SASD 804 561 688 485 595 426 525 383 473 352 436 329 408 311G' 55.7 52.8 61.5 57.5 65.6 60.5 68.3 62.4 69.9 63.7 71.4 64.1 71.9 64.5

24" O.C.SASD 861 623 750 550 670 499 601 459 549 427 512 404 483 386G' 56.2 53.7 62.5 59.0 67.0 62.7 70.2 65.3 72.5 67.1 74.1 68.5 75.2 69.4

18" O.C.SASD 915 683 808 613 732 564 675 528 624 500 587 478 558 461G' 56.8 54.3 63.3 60.2 68.0 64.5 71.9 67.6 74.6 69.9 76.9 71.9 78.1 73.5

12" O.C.SASD 1016 793 919 730 849 685 796 652 755 627 723 607 697 591G' 57.5 55.7 64.6 62.3 70.2 67.4 74.5 71.4 78.1 74.6 80.6 77.5 83.3 79.4

6" O.C.SASD 1263 1058 1192 1014 1140 982 1101 958 1070 940 938 926 760 760G' 59.2 58.1 67.1 66.1 74.1 72.6 80.0 78.1 84.7 82.6 88.5 87.0 91.7 90.1

3" O.C.SASD 1568 1362 1532 1341 1505 1327 1485 1316 1188 1188 938 938 760 760G' 61.0 60.2 69.9 69.4 78.1 77.5 84.7 84.0 90.1 89.3 95.2 94.3 100.0 99.0

20

36" O.C.SASD 1038 731 892 636 783 566 695 513 629 472 578 441 541 418G' 78.5 73.3 84.6 77.7 88.2 80.0 90.1 81.0 91.0 81.2 90.9 81.3 90.9 80.6

24" O.C.SASD 1117 819 979 728 880 664 803 617 737 580 686 549 649 526G' 79.5 74.9 86.2 80.2 90.5 83.5 93.2 85.4 94.8 86.6 96.2 87.0 96.2 87.7

18" O.C.SASD 1193 902 1061 815 967 755 896 710 841 676 793 649 757 627G' 80.0 76.3 87.7 82.6 92.6 86.2 96.2 89.3 98.0 90.9 100.0 92.6 101.0 93.5

12" O.C.SASD 1333 1055 1214 978 1129 923 1064 883 1014 852 975 828 942 808G' 81.8 78.5 89.9 85.9 95.8 91.2 100.2 95.1 103.5 98.1 106.4 100.0 107.5 102.0

6" O.C.SASD 1666 1409 1583 1358 1523 1321 1477 1294 1441 1273 1222 1222 990 990G' 84.8 83.0 94.7 92.5 102.5 100.0 108.7 106.1 113.8 111.0 117.6 114.9 122.0 119.0

3" O.C.SASD 2050 1784 2012 1763 1983 1748 1962 1737 1547 1547 1222 1222 990 990G' 88.5 87.0 100.0 99.0 108.7 107.5 117.6 116.3 123.5 122.0 129.9 128.2 135.1 133.3

18

36" O.C.SASD 1254 886 1079 771 956 692 851 628 772 580 710 542 661 512G' 123.5 113.6 128.4 115.0 129.6 114.7 129.1 113.2 127.5 111.2 125.5 109.1 123.5 106.4

24" O.C.SASD 1352 994 1186 885 1068 809 979 753 906 710 844 676 795 646G' 126.6 116.3 131.6 120.6 133.9 120.9 134.5 120.8 134.1 120.0 133.0 118.9 131.6 117.6

18" O.C.SASD 1446 1097 1288 993 1175 921 1090 868 1025 827 973 795 928 769G' 128.2 119.0 135.1 123.5 137.0 126.6 138.9 128.2 140.8 128.2 138.9 126.6 138.9 126.6

12" O.C.SASD 1617 1285 1476 1193 1374 1128 1298 1080 1238 1044 1191 1015 1152 991G' 131.6 123.5 139.3 131.0 144.3 135.2 147.4 138.0 149.4 139.8 150.6 141.0 151.5 140.8

6" O.C.SASD 2023 1715 1926 1655 1855 1612 1801 1581 1759 1556 1725 1537 1420 1420G' 138.9 133.3 149.5 144.7 157.7 152.6 163.9 158.7 168.7 163.4 172.4 167.2 175.4 169.5

3" O.C.SASD 2484 2163 2440 2138 2407 2121 2383 2108 2219 2099 1753 1753 1420 1420G' 147.1 144.9 161.3 158.7 172.4 169.5 181.8 178.6 188.7 185.2 196.1 192.3 200.0 196.1

16

36" O.C.SASD 1277 908 1102 793 978 713 881 654 801 605 739 567 690 537G' 172.4 153.8 172.4 151.5 170.3 147.8 166.5 143.5 162.2 139.1 157.8 135.0 153.5 131.1

24" O.C.SASD 1382 1023 1216 914 1098 838 1010 782 942 740 883 706 833 679G' 175.4 158.7 178.6 158.7 177.0 157.2 174.7 154.4 171.7 151.4 168.4 148.5 165.2 145.7

18" O.C.SASD 1481 1132 1324 1029 1212 957 1128 904 1063 864 1011 832 969 806G' 178.6 163.9 181.8 166.7 181.8 166.7 181.8 163.9 178.6 161.3 178.6 161.3 175.4 158.7

12" O.C.SASD 1662 1330 1523 1239 1423 1176 1347 1129 1289 1093 1242 1064 1204 1041G' 185.2 172.4 192.3 175.4 193.4 179.1 194.4 179.9 194.4 180.1 193.9 179.8 193.0 179.4

6" O.C.SASD 2082 1773 1989 1716 1922 1676 1870 1646 1830 1622 1797 1604 1771 1589G' 196.1 188.7 208.3 200.0 215.3 206.9 220.4 212.0 224.1 215.8 226.8 218.8 228.9 221.1

3" O.C.SASD 2542 2214 2501 2192 2472 2177 2450 2166 2432 2157 2191 2150 1775 1775G' 212.8 208.3 227.3 222.2 238.1 232.6 250.0 243.9 256.4 250.0 263.2 256.4 263.2 263.2

1 Tabulated diaphragm shear values are for attachment of steel deck to a base steel thickness, tf≥1/4".2 TabulatedASDdiaphragmshearloadsarecalculatedwithasafetyfactor(Ω)of2.35forwindloads.TocalculateASDvaluesforloadcombinationsinvolving

earthquake,multiplyvaluesintableby2.35anddividebyasafetyfactor(Ω)of2.50.Panelbucklinghasbeenchecked.3 Please refer to footnotes 4 through 8 at the end of Section 1.6 on page 60.

914/7

914/5

914/11

914/9

914/4

914/3

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

ENP METRIC

36/7

36/5

36/11

36/9

36/4

36/3

ENP IMPERIAL

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

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152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

ENP METRIC

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36/4

36/3

ENP IMPERIAL

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

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36''6''

1-1/2''




Allowable Stress Design (ASD)-Allowable diaphragm shears, SASD, (plf) and stiffness factors, G', (kips/in.) for standard 1-1/2" deep flutes, 6" center-to-center steel deck (Fy ≥ 33 ksi; Fu ≥ 45 ksi) installed with Hilti X-ENP-19 L15 fasteners with 36/5 or 36/4 end and interior support fastener patterns1,2,3,4,5



Span (ft- in.)4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"


22

36" O.C.SASD 504 410 442 365 398 333 365 309 336 288 315 272 298 260G' 13.6 9.9 16.3 11.9 18.8 13.8 21.0 15.6 23.0 17.2 24.8 18.7 26.3 20.1

24" O.C.SASD 557 458 499 418 458 389 428 367 404 351 385 337 370 326G' 13.6 9.9 16.4 12.0 19.0 14.0 21.4 15.9 23.5 17.6 25.5 19.3 27.3 20.8

18" O.C.SASD 605 501 552 465 514 440 485 420 463 405 446 393 431 383G' 13.7 10.0 16.6 12.1 19.2 14.2 21.7 16.1 23.9 17.9 26.0 19.6 28.0 21.3

12" O.C.SASD 688 572 644 544 613 524 589 509 570 497 555 487 542 479G' 13.8 10.0 16.8 12.2 19.5 14.4 22.1 16.4 24.6 18.3 26.8 20.2 29.0 21.9

6" O.C.SASD 862 700 837 688 819 679 806 672 795 666 787 662 760 658G' 14.0 10.1 17.1 12.4 20.0 14.7 22.8 16.8 25.4 18.9 28.0 20.9 30.4 22.8

3" O.C.SASD 862 700 837 688 819 679 806 672 795 666 787 662 760 658G' 14.1 10.2 17.3 12.6 20.4 14.9 23.3 17.1 26.1 19.3 28.8 21.4 31.4 23.5

20

36" O.C.SASD 656 536 579 481 525 441 484 411 452 388 423 370 402 354G' 21.1 15.4 24.9 18.4 28.3 21.2 31.3 23.6 33.7 25.7 35.8 27.7 37.7 29.4

24" O.C.SASD 729 602 659 554 608 519 571 492 541 472 518 455 499 442G' 21.2 15.5 25.3 18.7 28.8 21.6 32.1 24.2 34.8 26.6 37.3 28.7 39.5 30.8

18" O.C.SASD 795 660 731 618 685 587 651 564 624 546 602 531 585 519G' 21.4 15.6 25.5 18.9 29.2 21.9 32.7 24.6 35.7 27.2 38.5 29.5 41.0 31.7

12" O.C.SASD 908 753 856 721 819 698 790 681 768 667 750 656 736 647G' 21.6 15.8 25.9 19.1 29.9 22.3 33.6 25.2 36.9 28.0 40.0 30.6 42.9 33.0

6" O.C.SASD 1130 913 1103 899 1084 890 1069 883 1058 877 1048 872 990 868G' 22.0 16.0 26.6 19.6 30.9 22.9 35.0 26.2 38.8 29.2 42.4 32.2 45.9 35.0

3" O.C.SASD 1130 913 1103 899 1084 890 1069 883 1058 877 1048 872 990 868G' 22.3 16.2 27.1 19.9 31.7 23.4 36.1 26.8 40.2 30.1 44.1 33.2 47.8 36.2

18

36" O.C.SASD 795 650 703 584 637 536 588 501 551 474 521 452 493 434G' 38.8 28.8 44.6 33.7 49.3 37.8 53.2 41.2 56.2 44.0 58.5 46.4 60.2 48.3

24" O.C.SASD 884 731 801 673 741 632 695 600 661 576 633 556 610 540G' 39.2 29.2 45.5 34.4 50.8 38.9 55.2 42.8 58.8 46.1 61.7 49.1 64.5 51.5

18" O.C.SASD 965 801 890 751 835 715 794 688 762 666 736 649 715 635G' 39.7 29.5 46.3 35.0 51.8 39.7 56.8 44.1 61.0 47.8 64.5 51.0 67.6 54.1

12" O.C.SASD 1103 914 1042 877 998 850 964 830 938 814 917 801 900 790G' 40.3 30.0 47.4 35.8 53.8 41.0 59.2 45.7 64.1 50.0 68.5 54.0 71.9 57.5

6" O.C.SASD 1370 1105 1339 1089 1317 1079 1300 1070 1287 1064 1276 1059 1267 1054G' 41.5 30.8 49.3 37.1 56.5 42.9 63.3 48.4 69.0 53.5 74.6 58.3 79.4 62.9

3" O.C.SASD 1370 1105 1339 1089 1317 1079 1300 1070 1287 1064 1276 1059 1267 1054G' 42.4 31.3 51.0 38.2 58.8 44.4 66.2 50.5 73.0 56.2 79.4 61.3 85.5 66.7

16

36" O.C.SASD 813 666 722 601 657 554 608 519 570 492 540 470 516 452G' 62.1 46.9 69.4 53.5 74.6 58.6 78.7 62.4 81.3 65.4 83.3 67.7 84.0 69.5

24" O.C.SASD 908 751 825 695 766 654 721 624 687 599 659 580 637 565G' 63.3 47.8 71.4 55.2 77.5 61.0 82.6 65.7 86.2 69.6 89.3 72.9 91.7 75.6

18" O.C.SASD 993 825 919 776 865 741 825 715 794 694 768 677 748 663G' 64.1 48.8 73.0 56.5 80.0 62.9 86.2 68.5 90.1 73.0 94.3 76.9 97.1 80.0

12" O.C.SASD 1136 940 1077 905 1035 880 1002 860 977 845 957 833 940 823G' 65.8 49.8 75.8 58.1 84.0 65.7 90.9 72.1 97.1 77.8 102.0 82.8 106.4 87.2

6" O.C.SASD 1404 1128 1376 1114 1355 1105 1340 1097 1328 1091 1318 1087 1310 1083G' 68.5 51.8 80.0 61.3 90.1 70.2 99.0 78.2 107.5 85.5 114.9 92.1 120.5 98.2

3" O.C.SASD 1404 1128 1376 1114 1355 1105 1340 1097 1328 1091 1318 1087 1310 1083G' 70.9 53.2 84.0 64.1 96.2 74.1 106.4 82.6 116.3 91.7 125.0 99.0 133.3 106.4

1 Tabulated diaphragm shear values are for attachment of steel deck to a base steel thickness, tf≥1/4".2 TabulatedASDdiaphragmshearloadsarecalculatedwithasafetyfactor(Ω)of2.35forwindloads.TocalculateASDvaluesforloadcombinationsinvolving


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152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

ENP METRIC

36/7

36/5

36/11

36/9

36/4

36/3

ENP IMPERIAL

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

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152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

ENP METRIC

36/7

36/5

36/11

36/9

36/4

36/3

ENP IMPERIAL

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''




Load Resistance Factor Design (LRFD) – Factored resistance diaphragm shears, SLRFD, (plf) and stiffness factors, G', (kips/in.) for standard 1-1/2" deep flutes, 6" center-to-center steel deck (Fy ≥ 33 ksi; Fu ≥ 45 ksi) installed with Hilti X-ENP-19 L15 fasteners with 36/9 or 36/7 end and interior support fastener patterns1,2,3,4,5



Span (ft- in.)4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"


22

36" O.C.SLRFD 1322 922 1131 796 977 699 863 630 778 578 717 540 670 511

G' 55.7 52.8 61.5 57.5 65.6 60.5 68.3 62.4 69.9 63.7 71.4 64.1 71.9 64.5

24" O.C.SLRFD 1415 1024 1232 904 1101 820 987 754 902 702 841 664 794 635

G' 56.2 53.7 62.5 59.0 67.0 62.7 70.2 65.3 72.5 67.1 74.1 68.5 75.2 69.4

18" O.C.SLRFD 1504 1122 1328 1006 1203 926 1110 867 1025 822 965 786 918 757

G' 56.8 54.3 63.3 60.2 68.0 64.5 71.9 67.6 74.6 69.9 76.9 71.9 78.1 73.5

12" O.C.SLRFD 1669 1303 1509 1199 1394 1126 1308 1071 1241 1030 1188 997 1145 970

G' 57.5 55.7 64.6 62.3 70.2 67.4 74.5 71.4 78.1 74.6 80.6 77.5 83.3 79.4

6" O.C.SLRFD 2076 1739 1959 1666 1874 1614 1809 1575 1759 1545 1501 1501 1216 1216

G' 59.2 58.1 67.1 66.1 74.1 72.6 80.0 78.1 84.7 82.6 88.5 87.0 91.7 90.1

3" O.C.SLRFD 2577 2238 2517 2204 2473 2181 2440 2163 1900 1900 1501 1501 1216 1216

G' 61.0 60.2 69.9 69.4 78.1 77.5 84.7 84.0 90.1 89.3 95.2 94.3 100.0 99.0

20

36" O.C.SLRFD 1705 1202 1466 1044 1286 930 1142 842 1034 776 949 725 889 688

G' 78.5 73.3 84.6 77.7 88.2 80.0 90.1 81.0 91.0 81.2 90.9 81.3 90.9 80.6

24" O.C.SLRFD 1836 1346 1608 1196 1445 1091 1319 1014 1211 953 1126 902 1066 865

G' 79.5 74.9 86.2 80.2 90.5 83.5 93.2 85.4 94.8 86.6 96.2 87.0 96.2 87.7

18" O.C.SLRFD 1961 1483 1743 1340 1588 1240 1472 1167 1382 1111 1303 1067 1243 1031

G' 80.0 76.3 87.7 82.6 92.6 86.2 96.2 89.3 98.0 90.9 100.0 92.6 101.0 93.5

12" O.C.SLRFD 2190 1734 1995 1607 1855 1517 1749 1451 1667 1401 1602 1360 1548 1328

G' 81.8 78.5 89.9 85.9 95.8 91.2 100.2 95.1 103.5 98.1 106.4 100.0 107.5 102.0

6" O.C.SLRFD 2737 2315 2601 2231 2502 2171 2427 2126 2368 2092 1956 1956 1584 1584

G' 84.8 83.0 94.7 92.5 102.5 100.0 108.7 106.1 113.8 111.0 117.6 114.9 122.0 119.0

3" O.C.SLRFD 3369 2932 3305 2897 3259 2873 3224 2854 2475 2475 1956 1956 1584 1584

G' 88.5 87.0 100.0 99.0 108.7 107.5 117.6 116.3 123.5 122.0 129.9 128.2 135.1 133.3

18

36" O.C.SLRFD 2060 1456 1774 1267 1570 1136 1399 1032 1268 953 1167 891 1086 842

G' 123.5 113.6 128.4 115.0 129.6 114.7 129.1 113.2 127.5 111.2 125.5 109.1 123.5 106.4

24" O.C.SLRFD 2222 1634 1949 1454 1754 1329 1609 1237 1488 1167 1387 1111 1306 1061

G' 126.6 116.3 131.6 120.6 133.9 120.9 134.5 120.8 134.1 120.0 133.0 118.9 131.6 117.6

18" O.C.SLRFD 2375 1803 2116 1632 1930 1513 1792 1426 1684 1359 1599 1306 1525 1263

G' 128.2 119.0 135.1 123.5 137.0 126.6 138.9 128.2 140.8 128.2 138.9 126.6 138.9 126.6

12" O.C.SLRFD 2658 2111 2426 1960 2258 1854 2133 1775 2035 1715 1957 1667 1893 1628

G' 131.6 123.5 139.3 131.0 144.3 135.2 147.4 138.0 149.4 139.8 150.6 141.0 151.5 140.8

6" O.C.SLRFD 3325 2818 3165 2719 3048 2649 2960 2597 2891 2557 2805 2525 2272 2272

G' 138.9 133.3 149.5 144.7 157.7 152.6 163.9 158.7 168.7 163.4 172.4 167.2 175.4 169.5

3" O.C.SLRFD 4082 3554 4009 3514 3955 3486 3915 3465 3550 3448 2805 2805 2272 2272

G' 147.1 144.9 161.3 158.7 172.4 169.5 181.8 178.6 188.7 185.2 196.1 192.3 200.0 196.1

16

36" O.C.SLRFD 2098 1492 1811 1302 1607 1171 1448 1074 1317 994 1215 932 1133 883

G' 172.4 153.8 172.4 151.5 170.3 147.8 166.5 143.5 162.2 139.1 157.8 135.0 153.5 131.1

24" O.C.SLRFD 2270 1681 1998 1502 1804 1377 1659 1286 1547 1216 1451 1161 1369 1116

G' 175.4 158.7 178.6 158.7 177.0 157.2 174.7 154.4 171.7 151.4 168.4 148.5 165.2 145.7

18" O.C.SLRFD 2433 1860 2176 1691 1991 1573 1853 1486 1747 1419 1662 1367 1593 1324

G' 178.6 163.9 181.8 166.7 181.8 166.7 181.8 163.9 178.6 161.3 178.6 161.3 175.4 158.7

12" O.C.SLRFD 2731 2185 2503 2037 2338 1932 2214 1855 2118 1796 2041 1749 1978 1711

G' 185.2 172.4 192.3 175.4 193.4 179.1 194.4 179.9 194.4 180.1 193.9 179.8 193.0 179.4

6" O.C.SLRFD 3422 2913 3269 2820 3158 2753 3073 2704 3007 2666 2954 2635 2840 2611

G' 196.1 188.7 208.3 200.0 215.3 206.9 220.4 212.0 224.1 215.8 226.8 218.8 228.9 221.1

3" O.C.SLRFD 4177 3638 4110 3603 4062 3577 4025 3559 3996 3544 3506 3506 2840 2840

G' 212.8 208.3 227.3 222.2 238.1 232.6 250.0 243.9 256.4 250.0 263.2 256.4 263.2 263.2

1 Tabulated diaphragm shear values are for attachment of steel deck to a base steel thickness, tf≥1/4".2 TabulatedLRFDdiaphragmshearloadsarecalculatedwithaphifactor(Φ)of0.70forwindloads.TocalculateLRFDvaluesforloadcombinationsinvolving

earthquake,dividevaluesintableby0.70andmultiplybyaphifactor(Φ)of0.65.Panelbucklinghasbeenchecked.3 Please refer to footnotes 4 through 8 at the end of Section 1.6 on page 60.

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152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

ENP METRIC

36/7

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36/4

36/3

ENP IMPERIAL

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

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152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

ENP METRIC

36/7

36/5

36/11

36/9

36/4

36/3

ENP IMPERIAL

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''




Load Resistance Factor Design (LRFD) – Factored resistance diaphragm shears, SLRFD, (plf) and stiffness factors, G', (kips/in.) for standard 1-1/2" deep flutes, 6" center-to-center steel deck (Fy ≥ 33 ksi; Fu ≥ 45 ksi) installed with Hilti X-ENP-19 L15 fasteners with 36/5 or 36/4 end and interior support fastener patterns1,2,3,4,5



Span (ft- in.)4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"


22

36" O.C.SLRFD 829 674 727 600 655 548 600 508 552 474 517 448 490 428

G' 13.6 9.9 16.3 11.9 18.8 13.8 21.0 15.6 23.0 17.2 24.8 18.7 26.3 20.1

24" O.C.SLRFD 915 753 820 687 753 640 703 604 664 576 633 554 607 536

G' 13.6 9.9 16.4 12.0 19.0 14.0 21.4 15.9 23.5 17.6 25.5 19.3 27.3 20.8

18" O.C.SLRFD 993 823 907 765 845 722 798 690 761 665 732 645 709 629

G' 13.7 10.0 16.6 12.1 19.2 14.2 21.7 16.1 23.9 17.9 26.0 19.6 28.0 21.3

12" O.C.SLRFD 1131 939 1059 894 1007 861 967 836 936 816 911 800 891 787

G' 13.8 10.0 16.8 12.2 19.5 14.4 22.1 16.4 24.6 18.3 26.8 20.2 29.0 21.9

6" O.C.SLRFD 1416 1151 1376 1130 1346 1115 1324 1104 1307 1095 1293 1087 1216 1081

G' 14.0 10.1 17.1 12.4 20.0 14.7 22.8 16.8 25.4 18.9 28.0 20.9 30.4 22.8

3" O.C.SLRFD 1416 1151 1376 1130 1346 1115 1324 1104 1307 1095 1293 1087 1216 1081

G' 14.1 10.2 17.3 12.6 20.4 14.9 23.3 17.1 26.1 19.3 28.8 21.4 31.4 23.5

20

36" O.C.SLRFD 1079 881 952 790 862 725 795 676 743 638 696 608 661 582

G' 21.1 15.4 24.9 18.4 28.3 21.2 31.3 23.6 33.7 25.7 35.8 27.7 37.7 29.4

24" O.C.SLRFD 1198 989 1083 910 1000 852 938 809 890 775 851 748 820 726

G' 21.2 15.5 25.3 18.7 28.8 21.6 32.1 24.2 34.8 26.6 37.3 28.7 39.5 30.8

18" O.C.SLRFD 1306 1084 1202 1015 1126 964 1069 926 1025 896 990 872 961 853

G' 21.4 15.6 25.5 18.9 29.2 21.9 32.7 24.6 35.7 27.2 38.5 29.5 41.0 31.7

12" O.C.SLRFD 1492 1237 1407 1186 1345 1148 1299 1119 1262 1096 1233 1078 1209 1063

G' 21.6 15.8 25.9 19.1 29.9 22.3 33.6 25.2 36.9 28.0 40.0 30.6 42.9 33.0

6" O.C.SLRFD 1856 1500 1813 1478 1781 1462 1757 1450 1738 1441 1723 1433 1584 1427

G' 22.0 16.0 26.6 19.6 30.9 22.9 35.0 26.2 38.8 29.2 42.4 32.2 45.9 35.0

3" O.C.SLRFD 1856 1500 1813 1478 1781 1462 1757 1450 1738 1441 1723 1433 1584 1427

G' 22.3 16.2 27.1 19.9 31.7 23.4 36.1 26.8 40.2 30.1 44.1 33.2 47.8 36.2

18

36" O.C.SLRFD 1306 1067 1155 959 1047 881 967 823 905 778 856 742 810 713

G' 38.8 28.8 44.6 33.7 49.3 37.8 53.2 41.2 56.2 44.0 58.5 46.4 60.2 48.3

24" O.C.SLRFD 1453 1201 1316 1106 1217 1038 1143 986 1085 946 1040 914 1002 888

G' 39.2 29.2 45.5 34.4 50.8 38.9 55.2 42.8 58.8 46.1 61.7 49.1 64.5 51.5

18" O.C.SLRFD 1586 1317 1462 1235 1372 1175 1304 1130 1252 1095 1210 1067 1175 1043

G' 39.7 29.5 46.3 35.0 51.8 39.7 56.8 44.1 61.0 47.8 64.5 51.0 67.6 54.1

12" O.C.SLRFD 1812 1502 1712 1442 1640 1397 1585 1364 1542 1337 1507 1316 1479 1299

G' 40.3 30.0 47.4 35.8 53.8 41.0 59.2 45.7 64.1 50.0 68.5 54.0 71.9 57.5

6" O.C.SLRFD 2251 1815 2200 1790 2164 1772 2136 1759 2114 1748 2096 1739 2082 1732

G' 41.5 30.8 49.3 37.1 56.5 42.9 63.3 48.4 69.0 53.5 74.6 58.3 79.4 62.9

3" O.C.SLRFD 2251 1815 2200 1790 2164 1772 2136 1759 2114 1748 2096 1739 2082 1732

G' 42.4 31.3 51.0 38.2 58.8 44.4 66.2 50.5 73.0 56.2 79.4 61.3 85.5 66.7

16

36" O.C.SLRFD 1337 1095 1186 987 1079 910 999 853 937 808 888 772 848 743

G' 62.1 46.9 69.4 53.5 74.6 58.6 78.7 62.4 81.3 65.4 83.3 67.7 84.0 69.5

24" O.C.SLRFD 1492 1235 1356 1142 1259 1075 1185 1025 1129 985 1083 953 1046 928

G' 63.3 47.8 71.4 55.2 77.5 61.0 82.6 65.7 86.2 69.6 89.3 72.9 91.7 75.6

18" O.C.SLRFD 1632 1355 1510 1276 1422 1218 1356 1174 1304 1140 1263 1113 1229 1090

G' 64.1 48.8 73.0 56.5 80.0 62.9 86.2 68.5 90.1 73.0 94.3 76.9 97.1 80.0

12" O.C.SLRFD 1866 1545 1770 1487 1700 1446 1647 1414 1605 1389 1572 1369 1545 1352

G' 65.8 49.8 75.8 58.1 84.0 65.7 90.9 72.1 97.1 77.8 102.0 82.8 106.4 87.2

6" O.C.SLRFD 2307 1853 2261 1831 2227 1815 2202 1803 2182 1793 2165 1786 2152 1779

G' 68.5 51.8 80.0 61.3 90.1 70.2 99.0 78.2 107.5 85.5 114.9 92.1 120.5 98.2

3" O.C.SLRFD 2307 1853 2261 1831 2227 1815 2202 1803 2182 1793 2165 1786 2152 1779

G' 70.9 53.2 84.0 64.1 96.2 74.1 106.4 82.6 116.3 91.7 125.0 99.0 133.3 106.4

1 Tabulated diaphragm shear values are for attachment of steel deck to a base steel thickness, tf≥1/4".2 TabulatedLRFDdiaphragmshearloadsarecalculatedwithaphifactor(Φ)of0.70forwindloads.TocalculateLRFDvaluesforloadcombinationsinvolving


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152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

ENP METRIC

36/7

36/5

36/11

36/9

36/4

36/3

ENP IMPERIAL

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

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36''6''

1-1/2''

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152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

ENP METRIC

36/7

36/5

36/11

36/9

36/4

36/3

ENP IMPERIAL

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''




Limit States Design (LSD)- Factored resistance diaphragm shears, SLSD, (N/mm) and stiffness factors, G', (103 N/mm) for standard 38 mm deep flutes, 152 mm center-to-center steel deck (Fy ≥ 230 MPa; Fu ≥ 310 MPa) installed with Hilti X-ENP-19 L15 fasteners with 914/9 (36/9) or 914/7 (36/7) end and interior support fastener patterns1,2,3,4,5



Span (mm)1200 1500 1800 2100 2400 2700 3000


22

900 mm o.c.SLSD 18.2 12.7 15.5 11.0 13.5 9.6 11.9 8.7 10.7 8.0 9.9 7.4 9.2 7.0G' 9.7 9.2 10.7 10.0 11.4 10.6 11.9 10.9 12.2 11.1 12.5 11.2 12.7 11.4

600 mm o.c.SLSD 19.4 14.1 16.9 12.4 15.1 11.3 13.6 10.4 12.4 9.7 11.6 9.1 10.9 8.7G' 9.8 9.3 10.9 10.3 11.7 10.9 12.3 11.4 12.7 11.8 13.0 12.0 13.2 12.2

450 mm o.c.SLSD 20.6 15.4 18.2 13.8 16.5 12.7 15.2 11.9 14.1 11.3 13.3 10.8 12.6 10.4G' 9.8 9.4 11.0 10.5 11.9 11.2 12.5 11.8 13.0 12.2 13.3 12.7 13.7 12.8

300 mm o.c.SLSD 22.9 17.9 20.7 16.5 19.1 15.5 18.0 14.7 17.1 14.1 16.3 13.7 15.7 13.3G' 10.0 9.7 11.2 10.8 12.2 11.7 13.0 12.5 13.7 13.0 14.1 13.5 14.5 13.9

150 mm o.c.SLSD 28.4 23.8 26.8 22.8 25.7 22.1 24.8 21.6 24.1 21.2 21.2 20.8 17.2 17.2G' 10.3 10.1 11.7 11.5 12.9 12.6 13.9 13.6 14.7 14.5 15.4 15.2 16.1 15.6

75 mm o.c.SLSD 35.0 30.4 34.2 29.9 33.6 29.6 33.1 29.3 26.8 26.8 21.2 21.2 17.2 17.2G' 10.5 10.5 12.2 12.0 13.5 13.5 14.7 14.5 15.6 15.6 16.7 16.4 17.5 17.2

20

900 mm o.c.SLSD 23.4 16.5 20.1 14.4 17.7 12.8 15.7 11.6 14.2 10.7 13.1 10.0 12.2 9.5G' 13.7 12.8 14.8 13.6 15.4 14.0 15.8 14.2 15.9 14.3 15.9 14.3 15.9 14.1

600 mm o.c.SLSD 25.2 18.5 22.1 16.4 19.9 15.0 18.2 13.9 16.7 13.1 15.5 12.4 14.7 11.9G' 13.8 13.1 15.0 14.0 15.8 14.6 16.3 15.0 16.6 15.2 16.7 15.4 16.9 15.4

450 mm o.c.SLSD 26.9 20.4 23.9 18.4 21.8 17.0 20.2 16.0 19.0 15.3 18.0 14.7 17.1 14.2G' 13.9 13.3 15.2 14.3 16.1 15.2 16.7 15.6 17.2 15.9 17.5 16.1 17.5 16.4

300 mm o.c.SLSD 30.0 23.8 27.4 22.0 25.5 20.8 24.0 19.9 22.9 19.2 22.0 18.7 21.3 18.2G' 14.2 13.7 15.7 15.0 16.7 15.9 17.5 16.6 18.1 17.2 18.5 17.5 18.9 17.9

150 mm o.c.SLSD 37.4 31.7 35.6 30.5 34.2 29.7 33.2 29.1 32.4 28.6 27.6 27.6 22.4 22.4G' 14.7 14.4 16.5 16.1 17.9 17.4 19.0 18.5 19.9 19.4 20.8 20.0 21.3 20.8

75 mm o.c.SLSD 45.7 39.8 44.9 39.3 44.2 39.0 43.7 38.9 35.0 35.0 27.6 27.6 22.4 22.4G' 15.4 15.2 17.2 17.2 18.9 18.9 20.4 20.0 21.7 21.3 22.7 22.2 23.3 23.3

18

900 mm o.c.SLSD 28.3 20.0 24.4 17.4 21.6 15.6 19.3 14.2 17.5 13.1 16.1 12.3 15.0 11.6G' 21.7 19.6 22.5 20.2 22.7 20.2 22.7 19.9 22.4 19.6 22.1 19.2 21.7 18.9

600 mm o.c.SLSD 30.5 22.4 26.8 20.0 24.1 18.3 22.1 17.0 20.5 16.1 19.1 15.3 18.0 14.6G' 22.2 20.4 23.0 21.0 23.5 21.3 23.6 21.2 23.6 21.1 23.4 20.8 23.3 20.8

450 mm o.c.SLSD 32.6 24.7 29.1 22.4 26.5 20.8 24.6 19.6 23.1 18.7 22.0 18.0 21.0 17.4G' 22.2 20.8 23.3 21.7 24.4 22.2 24.4 22.2 24.4 22.2 24.4 22.2 24.4 22.2

300 mm o.c.SLSD 36.4 28.9 33.3 26.9 31.0 25.4 29.3 24.4 27.9 23.6 26.9 22.9 26.0 22.4G' 22.7 21.7 24.4 22.9 25.3 23.7 25.8 24.2 26.2 24.6 26.4 25.0 26.3 25.0

150 mm o.c.SLSD 45.5 38.5 43.3 37.2 41.7 36.3 40.5 35.5 39.6 35.0 38.8 34.6 32.1 32.1G' 23.8 23.3 26.1 25.3 27.6 26.7 28.7 27.8 29.5 28.6 30.2 29.4 30.3 30.3

75 mm o.c.SLSD 55.4 48.2 54.4 47.7 53.7 47.3 53.1 47.0 50.1 46.8 39.6 39.6 32.1 32.1G' 25.6 25.0 27.8 27.8 30.3 29.4 31.3 31.3 33.3 32.3 34.5 33.3 34.5 34.5

16

900 mm o.c.SLSD 28.8 20.5 24.9 17.9 22.1 16.1 20.0 14.8 18.1 13.7 16.7 12.8 15.6 12.2G' 30.3 27.0 30.3 26.3 29.9 26.0 29.3 25.3 28.6 24.5 27.8 23.8 27.1 23.2

600 mm o.c.SLSD 31.2 23.1 27.5 20.7 24.8 19.0 22.8 17.7 21.3 16.7 20.0 16.0 18.9 15.4G' 30.3 27.8 31.3 27.8 31.1 27.6 30.7 27.2 30.2 26.7 29.7 26.2 29.1 25.7

450 mm o.c.SLSD 33.4 25.6 29.9 23.3 27.4 21.6 25.5 20.4 24.0 19.5 22.9 18.8 21.9 18.2G' 31.3 28.6 32.3 29.4 32.3 29.4 32.3 28.6 31.3 28.6 31.3 28.6 31.3 27.8

300 mm o.c.SLSD 37.5 30.0 34.4 28.0 32.1 26.5 30.4 25.5 29.1 24.7 28.1 24.0 27.2 23.5G' 32.3 30.3 33.3 31.3 33.9 31.4 34.1 31.6 34.2 31.7 34.1 31.6 34.0 31.6

150 mm o.c.SLSD 46.8 39.9 44.8 38.6 43.2 37.7 42.1 37.0 41.2 36.5 40.5 36.1 39.9 35.8G' 34.5 33.3 37.0 34.5 37.7 36.2 38.6 37.2 39.3 37.9 39.8 38.4 40.2 38.8

75 mm o.c.SLSD 56.7 49.4 55.8 48.9 55.2 48.6 54.7 48.3 54.3 48.1 49.5 47.9 40.1 40.1G' 37.0 35.7 40.0 38.5 41.7 41.7 43.5 43.5 45.5 43.5 45.5 45.5 47.6 45.5

1 Tabulated diaphragm shear values are for attachment of steel deck to a base steel thickness, tf ≥6mm.2 TabulatedLSDdiaphragmshearloadsarecalculatedwithaphifactor(Φ)of0.65forwindloads.TocalculateLSDvaluesforloadcombinationsinvolving


914/7

914/5

914/11

914/9

914/4

914/3

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

ENP METRIC

36/7

36/5

36/11

36/9

36/4

36/3

ENP IMPERIAL

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

914/7

914/5

914/11

914/9

914/4

914/3

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

ENP METRIC

36/7

36/5

36/11

36/9

36/4

36/3

ENP IMPERIAL

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

914/9 (36/9) 914/7 (36/7)

c




914/7

914/5

914/11

914/9

914/4

914/3

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

ENP METRIC

36/7

36/5

36/11

36/9

36/4

36/3

ENP IMPERIAL

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

914/7

914/5

914/11

914/9

914/4

914/3

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

ENP METRIC

36/7

36/5

36/11

36/9

36/4

36/3

ENP IMPERIAL

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

914/5 (36/5) 914/4 (36/4)

Limit States Design (LSD)- Factored resistance diaphragm shears, SLSD, (N/mm) and stiffness factors, G', (103 N/mm) for standard 38 mm deep flutes, 152 mm center-to-center steel deck (Fy ≥ 230 MPa; Fu ≥ 310 MPa) installed with Hilti X-ENP-19 L15 fasteners with 914/5 (36/5) or 914/4 (36/4) end and interior support fastener patterns1,2,3,4,5



Span (mm)1200 1500 1800 2100 2400 2700 3000


22

900 mm o.c.SLSD 11.4 9.2 10.0 8.2 9.0 7.5 8.3 7.0 7.6 6.5 7.1 6.2 6.7 5.9G' 2.3 1.7 2.8 2.1 3.2 2.4 3.6 2.7 4.0 3.0 4.3 3.2 4.6 3.5

600 mm o.c.SLSD 12.5 10.3 11.3 9.4 10.3 8.8 9.7 8.3 9.1 7.9 8.7 7.6 8.3 7.4G' 2.4 1.7 2.8 2.1 3.3 2.4 3.7 2.8 4.1 3.1 4.4 3.3 4.7 3.6

450 mm o.c.SLSD 13.6 11.3 12.4 10.5 11.6 9.9 11.0 9.5 10.5 9.1 10.1 8.9 9.7 8.6G' 2.4 1.7 2.9 2.1 3.3 2.5 3.8 2.8 4.1 3.1 4.5 3.4 4.9 3.7

300 mm o.c.SLSD 15.5 12.8 14.5 12.2 13.8 11.8 13.3 11.4 12.8 11.2 12.5 11.0 12.2 10.8G' 2.4 1.7 2.9 2.1 3.4 2.5 3.8 2.8 4.3 3.2 4.7 3.5 5.0 3.8

150 mm o.c.SLSD 19.2 15.6 18.7 15.3 18.3 15.1 18.0 15.0 17.7 14.8 17.5 14.7 17.2 14.7G' 2.4 1.7 2.9 2.1 3.5 2.5 3.9 2.9 4.4 3.3 4.9 3.6 5.3 4.0

75 mm o.c.SLSD 19.2 15.6 18.7 15.3 18.3 15.1 18.0 15.0 17.7 14.8 17.5 14.7 17.2 14.7G' 2.4 1.8 3.0 2.2 3.5 2.6 4.0 3.0 4.5 3.3 5.0 3.7 5.4 4.0

20

900 mm o.c.SLSD 14.8 12.1 13.1 10.8 11.8 10.0 10.9 9.3 10.2 8.8 9.6 8.4 9.1 8.0G' 3.6 2.7 4.3 3.2 4.9 3.7 5.4 4.1 5.8 4.5 6.3 4.8 6.6 5.1

600 mm o.c.SLSD 16.4 13.6 14.9 12.5 13.7 11.7 12.9 11.1 12.2 10.6 11.7 10.3 11.3 10.0G' 3.7 2.7 4.4 3.2 5.0 3.7 5.6 4.2 6.1 4.6 6.5 5.0 6.9 5.3

450 mm o.c.SLSD 17.9 14.8 16.5 13.9 15.4 13.2 14.7 12.7 14.1 12.3 13.6 12.0 13.2 11.7G' 3.7 2.7 4.4 3.3 5.1 3.8 5.6 4.3 6.2 4.7 6.7 5.1 7.1 5.5

300 mm o.c.SLSD 20.4 16.9 19.3 16.2 18.4 15.7 17.8 15.3 17.3 15.0 16.9 14.8 16.6 14.6G' 3.7 2.7 4.5 3.3 5.2 3.9 5.8 4.4 6.4 4.8 6.9 5.3 7.5 5.7

150 mm o.c.SLSD 25.2 20.3 24.6 20.0 24.2 19.8 23.8 19.7 23.6 19.5 23.4 19.4 22.4 19.4G' 3.8 2.8 4.6 3.4 5.3 4.0 6.1 4.5 6.7 5.1 7.4 5.6 7.9 6.1

75 mm o.c.SLSD 25.2 20.3 24.6 20.0 24.2 19.8 23.8 19.7 23.6 19.5 23.4 19.4 22.4 19.4G' 3.8 2.8 4.7 3.4 5.5 4.0 6.3 4.6 6.9 5.2 7.6 5.7 8.3 6.3

18

900 mm o.c.SLSD 17.9 14.6 15.9 13.2 14.4 12.1 13.3 11.3 12.4 10.7 11.8 10.2 11.2 9.8G' 6.7 5.0 7.8 5.8 8.5 6.6 9.3 7.2 9.8 7.7 10.2 8.1 10.5 8.5

600 mm o.c.SLSD 19.9 16.5 18.1 15.2 16.7 14.2 15.7 13.5 14.9 13.0 14.3 12.5 13.8 12.2G' 6.8 5.1 7.9 6.0 8.8 6.7 9.6 7.4 10.2 8.0 10.8 8.5 11.2 9.0

450 mm o.c.SLSD 21.7 18.0 20.0 16.9 18.8 16.1 17.9 15.5 17.2 15.0 16.6 14.6 16.1 14.3G' 6.8 5.1 8.0 6.1 9.0 6.9 9.9 7.6 10.6 8.3 11.2 8.9 11.8 9.4

300 mm o.c.SLSD 24.8 20.5 23.4 19.7 22.5 19.1 21.7 18.7 21.1 18.3 20.7 18.0 20.3 17.8G' 7.0 5.2 8.2 6.2 9.3 7.1 10.3 7.9 11.1 8.7 11.9 9.4 12.5 10.0

150 mm o.c.SLSD 30.6 24.6 29.9 24.3 29.4 24.0 29.0 23.9 28.7 23.7 28.4 23.6 28.2 23.5G' 7.2 5.3 8.5 6.4 9.8 7.4 11.0 8.4 12.0 9.3 13.0 10.1 13.9 10.9

75 mm o.c.SLSD 30.6 24.6 29.9 24.3 29.4 24.0 29.0 23.9 28.7 23.7 28.4 23.6 28.2 23.5G' 7.4 5.4 8.8 6.6 10.2 7.7 11.5 8.7 12.7 9.7 13.7 10.6 14.7 11.5

16

900 mm o.c.SLSD 18.4 15.0 16.3 13.6 14.8 12.5 13.7 11.7 12.9 11.1 12.2 10.6 11.7 10.2G' 10.8 8.1 12.0 9.3 13.0 10.2 13.7 10.9 14.3 11.4 14.5 11.8 14.7 12.2

600 mm o.c.SLSD 20.5 16.9 18.6 15.7 17.3 14.8 16.3 14.1 15.5 13.5 14.9 13.1 14.4 12.7G' 11.0 8.3 12.5 9.6 13.5 10.6 14.5 11.5 15.2 12.1 15.6 12.7 16.1 13.2

450 mm o.c.SLSD 22.4 18.6 20.7 17.5 19.5 16.7 18.6 16.1 17.9 15.6 17.3 15.3 16.9 15.0G' 11.1 8.4 12.7 9.8 13.9 11.0 14.9 11.9 15.9 12.7 16.4 13.3 16.9 14.1

300 mm o.c.SLSD 25.5 21.1 24.2 20.3 23.3 19.8 22.6 19.4 22.0 19.0 21.6 18.7 21.2 18.5G' 11.4 8.6 13.2 10.1 14.5 11.4 15.9 12.5 16.9 13.5 17.9 14.4 18.5 15.2

150 mm o.c.SLSD 31.3 25.2 30.7 24.9 30.2 24.6 29.9 24.5 29.6 24.3 29.4 24.2 29.2 24.1G' 11.9 8.9 13.9 10.6 15.6 12.2 17.2 13.6 18.5 14.8 20.0 16.0 21.3 17.1

75 mm o.c.SLSD 31.3 25.2 30.7 24.9 30.2 24.6 29.9 24.5 29.6 24.3 29.4 24.2 29.2 24.1G' 12.3 9.3 14.5 11.1 16.7 12.8 18.5 14.3 20.0 15.9 21.7 17.2 23.3 18.5

1 Tabulated diaphragm shear values are for attachment of steel deck to a base steel thickness, tf≥6mm.2 TabulatedLSDdiaphragmshearloadsarecalculatedwithaphifactor(Φ)of0.65forwindloads.TocalculateLSDvaluesforloadcombinationsinvolving


c




Limit States Design-Factored resistance diaphragm tables for deck fasteners (Canada)Diaphragm Table 36-7 w/X-ENP-19 L15 Metric

Limit States Design (LSD)-Factored Resistance Diaphragm Shear, q, (N/mm) and Flexibility Factor, F, (mm x 10-6/N) for 38 mm deep steel nestable deck fastened with Hilti X-ENP-19 L15 with screwed sidelaps (Canada only)1, 2, 3




1200Strength, SLSD 7.1 8.5 11.2 13.9 7.1 8.5 11.2 13.9 9.2 11.0 14.6 18.2 12.8 15.4 20.3 25.4


1500Strength, SLSD 5.6 8.5 8.9 11.3 6.7 8.0 10.6 13.2 8.5 10.2 13.4 16.8 12.2 14.7 19.4 24.3


1800Strength, SLSD 5.5 6.7 8.8 11.0 6.3 7.8 10.2 12.7 7.9 9.5 12.6 15.7 11.8 14.2 18.8 23.5


2100Strength, SLSD 4.7 5.6 7.5 9.4 5.4 6.6 8.7 10.9 7.5 9.2 12.0 15.0 11.5 13.9 18.3 22.9


2400Strength, SLSD 4.7 5.8 7.6 9.5 5.4 6.5 8.6 10.8 7.3 8.7 11.5 14.5 11.3 13.6 18.0 22.6


2700Strength, SLSD 4.2 5.1 6.7 8.5 5.3 6.5 8.6 10.8 7.1 8.5 11.2 14.0 11.0 13.4 17.6 22.2


3000Strength, SLSD 4.2 5.2 6.8 8.6 4.8 5.8 7.6 9.6 6.8 8.2 10.9 13.6 10.9 13.3 17.4 21.9


Diaphragm Table 36-4 w/X-ENP-19 L15 Metric

Limit States Design (LSD)-Factored Resistance Diaphragm Shear, q, (N/mm) and Flexibility Factor, F, (mm x 10-6/N) for 38 mm deep steel nestable deck fastened with Hilti X-ENP-19 L15 with screwed sidelaps (Canada only)1, 2, 3




1200Strength, SLSD 5.1 6.1 8.0 10.0 5.1 6.1 8.0 10.0 6.7 8.1 10.7 13.4 8.8 10.7 14.0 17.5


1500Strength, SLSD 4.2 5.1 6.7 8.3 5.1 6.1 8.0 10.0 6.3 7.8 10.2 12.7 8.7 10.5 13.7 17.2


1800Strength, SLSD 4.3 5.2 6.8 8.6 4.9 6.0 7.9 9.9 6.1 7.4 9.8 12.2 8.6 10.3 13.5 16.9


2100Strength, SLSD 3.6 4.5 6.0 7.5 4.3 5.3 6.9 8.7 6.0 7.3 9.5 11.9 8.5 10.2 13.4 16.8


2400Strength, SLSD 3.9 4.7 6.2 7.8 4.5 5.4 7.1 8.8 5.9 7.1 9.3 11.6 8.3 10.1 13.3 16.7


2700Strength, SLSD 3.4 4.1 5.5 6.9 4.5 5.4 7.2 8.9 5.8 6.9 9.2 11.4 8.3 10.1 13.2 16.6


3000Strength, SLSD 3.6 4.3 5.8 7.3 4.1 4.9 6.5 8.1 5.6 6.8 8.9 11.3 8.2 10.0 13.2 16.5



Limit States Design (LSD)-Factored Resistance Diaphragm Shear, q, (N/mm) and Flexibility Factor, F, (mm x 10-6/N) for 38 mm deep steel deck fastened with Hilti X-ENP-19 L15 w/button punch sidelaps (Canada only)1, 2, 3




1200Strength, SLSD 6.1 7.5 10.1 12.9 6.1 7.5 10.1 12.9 6.9 8.6 11.9 15.6 8.2 10.5 15.0 20.4


1500Strength, SLSD 4.8 6.0 8.1 10.3 5.2 6.5 8.9 11.6 5.8 7.3 10.3 13.9 7.2 9.3 13.6 18.9


1800Strength, SLSD 4.2 5.3 7.3 9.6 4.6 5.6 8.0 10.7 5.1 6.5 9.3 12.7 6.6 8.6 12.8 17.9


2100Strength, SLSD 3.6 4.5 6.2 8.2 3.9 4.8 6.8 9.2 4.5 5.8 8.5 11.8 6.0 8.0 12.1 17.2


2400Strength, SLSD 3.3 4.2 5.9 7.9 3.5 4.5 6.3 8.7 4.1 5.3 7.9 11.0 5.6 7.5 11.5 16.6


2700Strength, SLSD 2.9 3.6 5.2 7.1 3.3 4.2 6.1 8.3 3.8 4.9 7.4 10.5 5.3 7.2 11.2 16.1


3000Strength, SLSD 2.8 3.5 5.1 6.9 2.9 3.8 5.4 7.5 3.5 4.7 7.1 10.0 5.1 6.9 10.8 15.6



c





Limit States Design-Factored resistance diaphragm tables for deck fasteners (Canada)Diaphragm Table 36-4 w/X-ENP-19 L15 Metric

Limit States Design (LSD)-Factored Resistance Diaphragm Shear, q, (N/mm) and Flexibility Factor, F, (mm x 10-6/N) for 38 mm deep steel deck fastened with Hilti X-ENP-19 L15 w/button punch sidelaps (Canada only)1,2,3




1200Strength, SLSD 4.3 5.4 7.2 9.3 4.3 5.4 7.2 9.3 4.9 6.2 8.7 11.5 6.0 7.6 11.0 14.8


1500Strength, SLSD 3.5 4.3 5.9 7.6 3.8 4.8 6.6 8.6 4.3 5.5 7.8 10.5 5.5 7.1 10.3 14.2


1800Strength, SLSD 3.2 3.9 5.5 7.4 3.4 4.2 6.1 8.2 3.9 5.1 7.2 9.9 5.2 6.7 10.0 13.7


2100Strength, SLSD 2.6 3.3 4.7 6.2 2.8 3.6 5.3 7.2 3.4 4.6 6.8 9.4 4.8 6.3 9.6 13.4


2400Strength, SLSD 2.5 3.2 4.6 6.2 2.6 3.4 5.1 7.1 3.2 4.2 6.5 8.9 4.6 6.1 9.3 13.2


2700Strength, SLSD 2.2 2.8 4.0 5.5 2.5 3.3 4.8 6.9 3.1 4.0 6.1 8.7 4.5 6.0 9.2 12.9


3000Strength, SLSD 2.1 2.7 4.0 5.5 2.2 2.9 4.3 6.1 2.8 3.9 5.9 8.5 4.3 5.8 8.9 12.7



Limit States Design (LSD)-Factored Resistance Diaphragm Shear, q, (N/mm) and Flexibility Factor, F, (mm x 10-6/N) for 75 mm deep steel nestable deck fastened with Hilti X-ENP-19 L15 with screwed sidelaps (Canada only)1,2,3




2400Strength, SLSD 4.1 4.9 6.6 8.2 4.7 5.8 7.6 9.5 6.7 8.1 10.7 13.4 10.8 13.2 17.3 21.7


2700Strength, SLSD 3.6 4.5 5.8 7.3 4.8 5.9 7.6 9.6 6.6 7.9 10.5 13.2 10.7 12.9 17.0 21.5


3000Strength, SLSD 3.8 4.6 6.1 7.6 4.3 5.3 6.9 8.7 6.3 7.8 10.2 12.8 10.6 12.8 16.9 21.3


3300Strength, SLSD 3.4 4.2 5.5 6.9 4.5 5.3 7.1 8.8 6.2 7.6 10.0 12.6 10.5 12.7 16.8 21.0


3600Strength, SLSD 3.6 4.3 5.8 7.2 4.5 5.4 7.2 8.9 6.2 7.5 9.9 12.5 10.5 12.6 16.7 20.9


3900Strength, SLSD 3.3 4.0 5.3 6.7 4.1 5.1 6.6 8.3 6.1 7.4 9.8 12.2 10.3 12.6 16.6 20.8


4200Strength, SLSD 3.4 4.2 5.5 6.9 4.2 5.2 6.7 8.5 6.0 7.3 9.6 12.1 10.3 12.5 16.5 20.7



Limit States Design (LSD)-Factored Resistance Diaphragm Shear, q, (N/mm) and Flexibility Factor, F, (mm x 10-6/N) for 75 mm deep steel deck fastened with Hilti X-ENP-19 L15 w/button punch sidelaps (Canada only)1,2,3




2400Strength, SLSD 2.7 3.4 4.8 6.6 2.9 3.8 5.4 7.3 3.5 4.6 6.8 9.6 5.1 6.8 10.7 15.5


2700Strength, SLSD 2.5 3.1 4.3 5.9 2.8 3.5 5.2 7.2 3.3 4.2 6.5 9.3 4.8 6.6 10.5 15.2


3000Strength, SLSD 2.4 2.9 4.2 5.9 2.5 3.2 4.7 6.5 3.1 4.1 6.2 9.0 4.6 6.3 10.1 14.9


3300Strength, SLSD 2.1 2.7 3.9 5.3 2.4 3.1 4.6 6.5 2.9 3.9 6.0 8.8 4.5 6.2 10.0 14.7


3600Strength, SLSD 2.1 2.7 3.9 5.4 2.4 3.1 4.6 6.5 2.8 3.8 5.9 8.6 4.3 6.0 9.8 14.5


3900Strength, SLSD 1.9 2.5 3.6 5.1 2.1 2.8 4.2 6.0 2.7 3.6 5.8 8.3 4.2 5.9 9.6 14.2


4200Strength, SLSD 1.9 2.5 3.6 5.1 2.1 2.8 4.2 6.0 2.6 3.5 5.6 8.2 4.1 5.8 9.5 14.1



c






DX 860-ENP-L Decking SystemToolsDescription Notes Qty

DX 860-ENP-L Stand-Up Decking Tool Use-on-Demand service provides daily rental 1 pcs


X 860-ENP Piston and Brake Spares Pack Replacement piston and brake for DX 860-ENP-L

1 pcs

Fasteners (Combos with 40-strip Cartridges)Description Notes QtyX-ENP-19 MXR bulk fastener/cartridge combo tf ≥1/4" (6 mm) 2,000 pcsX-ENP-19 MXR pallet fastener/cartridge combo tf ≥1/4" (6 mm) 32,000 pcs

DX 76 Decking SystemToolsDescription Notes QtyDX 76 Hand Held Decking Tool with MX76 Magazine

Includes 10 fastener magazine 1 pcs

AccessoriesDescription Notes QtyMX 76 Magazine Replacement magazine for DX 76-MX 1 pcs

X-76-FN-15Single fastener baseplate for DX 76

1 pcs

X-76-P-ENP Piston with stopperReplacement piston and stopper for DX 76

1 pcs

X-76-PS Piston Stopper Replacement stopper for DX 76 1 pcs

Fasteners (Combos with 10-strip cartridges)Description Base Steel Thickness QtyX-ENP-19 MX bulk fastener/cartridge combo tf ≥1/4" (6 mm) 1,000 pcsX-ENP-19 MX pallet fastener/cartridge combo tf ≥1/4" (6 mm) 32,000 pcs

Fasteners (Non-Combo)Description Base Steel Thickness QtyX-ENP-19 L15 Fastener (singles) tf ≥1/4" (6 mm) 100 pcs

Racing Tip Screw Deck Fastening System 1.4



1.4.1 Product DescriptionThe Hilti Racing Tip fastening system consists of the Hilti SDT 5 stand-up screw fastening system and the S-MD 12-24 x 1-5/8 M HWH5 Racing Tip fasteners, which are available in a collated version.

The SDT 5 Decking system can be powered with either the ST 1800 Adjustable Torque Screwdriver or the ST 1800-A18 Cordless Adjustable

Torque Screwdriver. Loaded with up to 50 frame fasteners or sidelap connectors this system can perform frame attachment and sidelap connections. Contact Hilti for specific tool recommendations.

Hilti S-MD 12-24 x 1-5/8 M HWH5 Racing Tip steel deck fasteners comply with ANSI/SDI RD1.0, C1.0 and NC1.0 standards.

1.4.2 Material SpecificationsFastener

designationFastener material

Fastener plating

S-MD 12-24 x 1-5/8 M HWH5 Carbon Steel 5 µm Zinc1

1 ASTM B633, SC 1, Type III. Reference Section 2.3.3.1 of Hilti North American Product Technical Guide Volume 1: Direct Fastening for more information.

1.4.3 Technical DataAllowable pullout loads for attachments to steel base material lb (kN)1,3,4

FastenerBase material thickness in. (Gauge)

0.0598 (16) 0.0747 (14) 0.1046 (12) 1/82 1/42

S-MD 12-24 x 1-5/8 M HWH5 215 (0.96) 265 (1.18) 370 (1.65) 505 (2.25) 505 (2.25)1 Unless otherwise noted, allowable load values based upon calculations done in accordance with

Section E4 of AISI S100 with Fu = 58 ksi.2 Allowable load values based upon testing performed in ASTM A36 (Fu≥58ksi)platesteel.3 Allowable tension pullout load values must be compared with allowable tension pullover load values.

Use lesser value.4 Allowable load values based on safety factor of 3.0 per AISI S100.

Allowable tension pullover and shear bearing loads for attaching steel deck 1,2,3,4

Fastener

Steel deck gauge (in.)16 (0.0598) 18 (0.0474) 20 (0.0358) 22 (0.0295) 24 (0.0239)

Tension lb (kN)

Shear5 lb (kN)

Tension lb (kN)

Shear5 lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

S-MD 12-24 x 1-5/8 M HWH5560 620 445 620 335 555 275 400 225 260

(2.49) (2.76) (1.98) (2.76) (1.49) (2.47) (1.22) (1.78) (1.00) (1.16)

1 Allowable load values are based upon a safety factor of 3.0 per AISI S100.2 Allowable load values based upon ASTM A1008, or minimum ASTM A653 SQ33 steel deck.3 Allowable tension pullover load values based upon calculations done in accordance with Section E4 of AISI S100 with Fu = 45 ksi.4 Allowable tension pullover load values must be compared with allowable tension pullout load values. Use lesser value.5 Allowable load value limited by screw fastener shear strength.





Approvals/ListingsFM (Factory Mutual) For attaching Class 1 Steel Roof Decks with 1-60, 1-75 and 1-90 wind uplift ratingsUL (Underwriters Laboratories) Fasteners for attaching steel roof deck (upliftandfireclassification)

S-MD 12-24 x 1-5/8 M HWH5

1.4 Racing Tip Screw Deck Fastening System



Allowable Stress Design (ASD) - Allowable diaphragm shears, SASD, (plf) and stiffness factors, G', (kips/in.) for standard 1-1/2" deep flutes, 6" center-to-center steel deck (Fy ≥ 33 ksi; Fu ≥ 45 ksi) installed with Hilti S-MD 12-24 x 1-5/8 M HWH5 fasteners with 36/7 or 36/5 end and interior support fastener patterns1,2,3,4,5



Span (ft- in.)4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"


22

36" O.C.SASD 344 308 299 272 265 247 240 228 221 212 208 199 197 189G' 48.2 13.2 51.6 15.8 53.7 18.0 54.9 20.0 55.5 21.8 55.8 23.4 55.9 24.8

24" O.C.SASD 385 343 342 310 312 286 291 269 272 255 259 244 248 235G' 49.9 13.4 54.2 16.0 57.1 18.5 59.2 20.7 60.7 22.7 61.7 24.5 62.5 26.2

18" O.C.SASD 424 374 384 344 355 322 334 306 318 294 306 284 296 275G' 51.2 13.5 56.2 16.3 59.9 18.8 62.7 21.1 64.8 23.3 66.4 25.3 67.7 27.2

12" O.C.SASD 496 427 460 403 435 385 416 372 402 362 390 353 381 346G' 53.3 13.7 59.4 16.5 64.1 19.2 67.8 21.8 70.9 24.1 73.4 26.4 75.5 28.5

6" O.C.SASD 663 531 639 519 622 510 609 503 600 498 592 493 585 490G' 56.9 13.9 64.7 17.0 71.1 19.9 76.4 22.7 81.0 25.3 85.0 27.8 88.4 30.3

20

36" O.C.SASD 463 416 400 365 353 329 318 302 291 278 271 259 256 246G' 65.5 20.3 68.2 23.8 69.4 26.8 69.7 29.3 69.5 31.5 69.1 33.3 68.6 34.9

24" O.C.SASD 514 459 454 412 411 378 379 352 353 333 333 317 318 304G' 68.3 20.6 72.3 24.4 74.7 27.7 76.1 30.6 76.9 33.2 77.4 35.5 77.6 37.5

18" O.C.SASD 563 499 505 455 464 424 435 400 412 382 394 367 379 355G' 70.7 20.9 75.7 24.8 79.0 28.4 81.3 31.5 83.0 34.4 84.2 37.0 85.0 39.4

12" O.C.SASD 654 568 601 531 564 505 537 485 516 469 499 457 486 446G' 74.3 21.2 80.9 25.5 85.7 29.3 89.4 32.8 92.2 36.1 94.5 39.1 96.4 41.9

6" O.C.SASD 872 711 835 691 809 676 789 664 774 655 762 648 752 642G' 80.8 21.8 90.0 26.4 97.3 30.7 103.3 34.7 108.2 38.5 112.4 42.0 115.9 45.4

18

36" O.C.SASD 540 484 470 428 422 389 383 359 354 336 331 318 313 301G' 97.6 36.5 97.6 41.5 96.3 45.4 94.5 48.4 92.7 50.8 90.8 52.6 89.1 54.2

24" O.C.SASD 606 539 540 488 493 452 459 424 434 403 413 386 395 372G' 103.1 37.5 105.0 43.1 105.4 47.7 105.0 51.5 104.3 54.7 103.5 57.4 102.6 59.7

18" O.C.SASD 669 588 606 543 562 509 530 484 505 465 485 449 469 437G' 107.7 38.2 111.2 44.3 113.0 49.5 113.8 53.9 114.1 57.7 114.2 61.0 114.0 63.9

12" O.C.SASD 784 673 728 636 689 609 660 588 637 573 620 560 605 549G' 115.2 39.3 121.2 46.1 125.1 52.0 127.8 57.3 129.7 61.9 131.1 66.0 132.1 69.7

6" O.C.SASD 1046 835 1010 816 984 803 965 793 950 785 938 778 928 773G' 129.2 41.0 139.6 48.8 147.4 55.9 153.4 62.3 158.2 68.2 162.2 73.6 165.4 78.6

1 Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses, tf,withtherange16gauge(0.0598")≤tf≤1/4".2 TabulatedASDdiaphragmshearloadsarecalculatedwithasafetyfactor(Ω)of2.35forwindloads.TocalculateASDvaluesforloadcombinationsinvolving


152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3




Allowable Stress Design (ASD) - Allowable diaphragm shears, SASD, (plf) and stiffness factors, G', (kips/in.) for standard 1-1/2" deep flutes, 6" center-to-center steel deck (Fy ≥ 33 ksi; Fu ≥ 45 ksi) installed with Hilti S-MD 12-24 x 1-5/8 M HWH5 fasteners with 36/4 or 36/3 end and interior support fastener patterns1,2,3,4,5



Span (ft- in.)4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"


22

36" O.C.SASD 252 212 226 194 207 181 194 171 183 163 174 157 167 152G' 9.7 4.9 11.6 6.0 13.4 7.1 15.1 8.1 16.6 9.0 17.9 10.0 19.2 10.8

24" O.C.SASD 283 233 260 220 244 209 232 201 222 194 214 189 208 185G' 9.8 5.0 11.8 6.1 13.7 7.2 15.5 8.2 17.2 9.3 18.7 10.2 20.2 11.2

18" O.C.SASD 310 251 291 240 276 231 265 225 257 220 250 215 244 212G' 9.8 5.0 12.0 6.1 13.9 7.3 15.8 8.4 17.6 9.4 19.3 10.4 20.8 11.4

12" O.C.SASD 354 276 339 269 329 263 320 259 314 256 309 253 305 251G' 9.9 5.0 12.1 6.2 14.2 7.4 16.2 8.5 18.1 9.6 19.9 10.6 21.7 11.7

6" O.C.SASD 429 311 423 309 418 307 415 306 412 305 410 304 408 303G' 10.1 5.1 12.4 6.3 14.6 7.5 16.8 8.6 18.8 9.8 20.8 10.9 22.8 12.0

20

36" O.C.SASD 339 286 301 260 275 241 255 227 239 215 224 206 214 198G' 15.0 7.8 17.8 9.5 20.3 11.0 22.4 12.5 24.4 13.8 26.1 15.1 27.6 16.3

24" O.C.SASD 378 314 345 293 321 277 303 265 289 255 278 247 268 241G' 15.2 7.9 18.2 9.6 20.9 11.3 23.4 12.8 25.6 14.3 27.7 15.7 29.5 17.1

18" O.C.SASD 413 338 384 320 362 307 346 297 333 289 323 282 315 277G' 15.4 7.9 18.5 9.7 21.4 11.4 24.0 13.1 26.5 14.6 28.7 16.1 30.8 17.6

12" O.C.SASD 472 372 449 361 432 352 419 345 409 339 401 335 395 331G' 15.6 8.0 18.9 9.9 22.0 11.6 24.9 13.3 27.6 15.0 30.1 16.6 32.5 18.2

6" O.C.SASD 578 425 568 421 560 418 554 415 549 414 546 412 543 411G' 16.0 8.1 19.5 10.0 22.8 11.9 26.0 13.7 29.1 15.5 32.0 17.2 34.8 18.9

18

36" O.C.SASD 396 332 356 306 327 286 306 270 289 258 276 248 265 240G' 27.5 14.9 31.8 17.7 35.3 20.3 38.2 22.6 40.7 24.7 42.7 26.6 44.4 28.3

24" O.C.SASD 446 367 411 346 385 329 366 317 351 307 340 299 330 292G' 28.2 15.1 33.0 18.2 37.1 21.0 40.6 23.6 43.7 26.0 46.4 28.3 48.8 30.3

18" O.C.SASD 489 394 458 377 436 364 420 355 407 347 396 340 388 335G' 28.7 15.3 33.9 18.5 38.4 21.5 42.4 24.3 45.9 26.9 49.1 29.4 51.9 31.7

12" O.C.SASD 557 433 535 422 519 414 506 408 497 403 489 399 482 396G' 29.5 15.6 35.0 19.0 40.1 22.2 44.7 25.2 48.9 28.1 52.7 30.8 56.2 33.4

6" O.C.SASD 673 487 664 483 657 481 652 479 648 477 645 476 643 475G' 30.5 15.9 36.8 19.5 42.6 23.0 48.0 26.3 53.1 29.5 57.8 32.6 62.2 35.6

1 Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses, tf,withtherange16gauge(0.0598")≤tf≤1/4".2 TabulatedASDdiaphragmshearloadsarecalculatedwithasafetyfactor(Ω)of2.35forwindloads.TocalculateASDvaluesforloadcombinationsinvolving


152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3




Load Resistance Factor Design (LRFD) - Factored resistance diaphragm shears, SLRFD, (plf) and stiffness factors, G', (kips/in.) for standard 1-1/2" deep flutes, 6" center-to-center steel deck (Fy ≥ 33 ksi; Fu ≥ 45 ksi) installed with Hilti S-MD 12-24 x 1-5/8 M HWH5 fasteners with 36/7 or 36/5 end and interior support fastener patterns1,2,3,4,5



Span (ft- in.)4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"


22

36" O.C.SLRFD 565 507 491 448 436 405 394 374 363 348 341 327 324 311

G' 48.2 13.2 51.6 15.8 53.7 18.0 54.9 20.0 55.5 21.8 55.8 23.4 55.9 24.8

24" O.C.SLRFD 633 563 562 509 513 470 477 441 447 419 425 401 407 386

G' 49.9 13.4 54.2 16.0 57.1 18.5 59.2 20.7 60.7 22.7 61.7 24.5 62.5 26.2

18" O.C.SLRFD 697 614 631 565 584 530 550 503 523 483 503 466 486 453

G' 51.2 13.5 56.2 16.3 59.9 18.8 62.7 21.1 64.8 23.3 66.4 25.3 67.7 27.2

12" O.C.SLRFD 816 702 756 662 714 633 684 611 660 594 641 581 626 569

G' 53.3 13.7 59.4 16.5 64.1 19.2 67.8 21.8 70.9 24.1 73.4 26.4 75.5 28.5

6" O.C.SLRFD 1089 873 1050 852 1022 838 1001 826 985 817 972 810 962 805

G' 56.9 13.9 64.7 17.0 71.1 19.9 76.4 22.7 81.0 25.3 85.0 27.8 88.4 30.3

20

36" O.C.SLRFD 761 684 657 600 579 540 522 495 479 457 445 426 421 404

G' 65.5 20.3 68.2 23.8 69.4 26.8 69.7 29.3 69.5 31.5 69.1 33.3 68.6 34.9

24" O.C.SLRFD 845 755 745 677 676 621 623 579 580 547 547 521 522 500

G' 68.3 20.6 72.3 24.4 74.7 27.7 76.1 30.6 76.9 33.2 77.4 35.5 77.6 37.5

18" O.C.SLRFD 925 820 830 748 763 696 714 657 677 627 647 603 623 584

G' 70.7 20.9 75.7 24.8 79.0 28.4 81.3 31.5 83.0 34.4 84.2 37.0 85.0 39.4

12" O.C.SLRFD 1075 933 988 873 927 830 882 797 848 771 820 750 798 734

G' 74.3 21.2 80.9 25.5 85.7 29.3 89.4 32.8 92.2 36.1 94.5 39.1 96.4 41.9

6" O.C.SLRFD 1434 1168 1372 1135 1329 1110 1297 1092 1272 1077 1252 1065 1236 1056

G' 80.8 21.8 90.0 26.4 97.3 30.7 103.3 34.7 108.2 38.5 112.4 42.0 115.9 45.4

18

36" O.C.SLRFD 887 796 772 704 693 639 630 590 581 552 544 522 514 495

G' 97.6 36.5 97.6 41.5 96.3 45.4 94.5 48.4 92.7 50.8 90.8 52.6 89.1 54.2

24" O.C.SLRFD 996 886 887 802 811 742 755 697 712 662 678 635 648 612

G' 103.1 37.5 105.0 43.1 105.4 47.7 105.0 51.5 104.3 54.7 103.5 57.4 102.6 59.7

18" O.C.SLRFD 1099 967 996 891 923 837 870 796 829 764 797 739 771 718

G' 107.7 38.2 111.2 44.3 113.0 49.5 113.8 53.9 114.1 57.7 114.2 61.0 114.0 63.9

12" O.C.SLRFD 1288 1105 1196 1044 1132 1000 1084 967 1047 941 1018 920 995 903

G' 115.2 39.3 121.2 46.1 125.1 52.0 127.8 57.3 129.7 61.9 131.1 66.0 132.1 69.7

6" O.C.SLRFD 1719 1372 1659 1341 1617 1319 1585 1302 1561 1289 1541 1279 1526 1270

G' 129.2 41.0 139.6 48.8 147.4 55.9 153.4 62.3 158.2 68.2 162.2 73.6 165.4 78.6

1 Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses, tf,withtherange16gauge(0.0598")≤tf≤1/4".2 TabulatedLRFDdiaphragmshearloadsarecalculatedwithaphifactor(Φ)of0.70forwindloads.TocalculateLRFDvaluesforloadcombinationsinvolving


152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3




Load Resistance Factor Design (LRFD) - Factored resistance diaphragm shears, SLRFD, (plf) and stiffness factors, G', (kips/in.) for standard 1-1/2" deep flutes, 6" center-to-center steel deck (Fy ≥ 33 ksi; Fu ≥ 45 ksi) installed with Hilti S-MD 12-24 x 1-5/8 M HWH5 fasteners with 36/4 or 36/3 end and interior support fastener patterns1,2,3,4,5



Span (ft- in.)4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"


22

36" O.C.SLRFD 414 348 371 319 341 298 318 282 300 268 286 258 274 249

G' 9.7 4.9 11.6 6.0 13.4 7.1 15.1 8.1 16.6 9.0 17.9 10.0 19.2 10.8

24" O.C.SLRFD 465 384 428 361 401 344 381 330 365 319 352 311 342 304

G' 9.8 5.0 11.8 6.1 13.7 7.2 15.5 8.2 17.2 9.3 18.7 10.2 20.2 11.2

18" O.C.SLRFD 510 412 477 394 454 380 436 369 422 361 411 354 402 348

G' 9.8 5.0 12.0 6.1 13.9 7.3 15.8 8.4 17.6 9.4 19.3 10.4 20.8 11.4

12" O.C.SLRFD 582 453 558 442 540 433 527 426 516 420 508 416 501 412

G' 9.9 5.0 12.1 6.2 14.2 7.4 16.2 8.5 18.1 9.6 19.9 10.6 21.7 11.7

6" O.C.SLRFD 705 511 695 507 687 504 682 502 677 501 674 499 671 498

G' 10.1 5.1 12.4 6.3 14.6 7.5 16.8 8.6 18.8 9.8 20.8 10.9 22.8 12.0

20

36" O.C.SLRFD 556 470 495 428 452 396 419 372 393 353 369 338 352 325

G' 15.0 7.8 17.8 9.5 20.3 11.0 22.4 12.5 24.4 13.8 26.1 15.1 27.6 16.3

24" O.C.SLRFD 621 516 567 482 527 456 498 435 475 419 456 406 441 395

G' 15.2 7.9 18.2 9.6 20.9 11.3 23.4 12.8 25.6 14.3 27.7 15.7 29.5 17.1

18" O.C.SLRFD 679 555 631 526 595 505 569 488 548 474 531 464 518 455

G' 15.4 7.9 18.5 9.7 21.4 11.4 24.0 13.1 26.5 14.6 28.7 16.1 30.8 17.6

12" O.C.SLRFD 775 612 737 593 710 578 689 567 672 558 659 550 648 544

G' 15.6 8.0 18.9 9.9 22.0 11.6 24.9 13.3 27.6 15.0 30.1 16.6 32.5 18.2

6" O.C.SLRFD 950 698 933 692 920 687 910 683 903 680 897 677 892 675

G' 16.0 8.1 19.5 10.0 22.8 11.9 26.0 13.7 29.1 15.5 32.0 17.2 34.8 18.9

18

36" O.C.SLRFD 651 546 585 502 538 470 502 444 475 424 453 408 435 394

G' 27.5 14.9 31.8 17.7 35.3 20.3 38.2 22.6 40.7 24.7 42.7 26.6 44.4 28.3

24" O.C.SLRFD 732 603 675 568 633 541 602 521 577 505 558 491 542 480

G' 28.2 15.1 33.0 18.2 37.1 21.0 40.6 23.6 43.7 26.0 46.4 28.3 48.8 30.3

18" O.C.SLRFD 803 647 753 620 717 599 690 583 668 570 651 559 637 550

G' 28.7 15.3 33.9 18.5 38.4 21.5 42.4 24.3 45.9 26.9 49.1 29.4 51.9 31.7

12" O.C.SLRFD 916 711 879 694 852 681 832 670 816 662 803 655 793 650

G' 29.5 15.6 35.0 19.0 40.1 22.2 44.7 25.2 48.9 28.1 52.7 30.8 56.2 33.4

6" O.C.SLRFD 1106 799 1091 794 1080 790 1072 787 1065 785 1060 783 1056 781

G' 30.5 15.9 36.8 19.5 42.6 23.0 48.0 26.3 53.1 29.5 57.8 32.6 62.2 35.6

1 Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses, tf,withtherange16gauge(0.0598")≤tf≤1/4".2 TabulatedLRFDdiaphragmshearloadsarecalculatedwithaphifactor(Φ)of0.70forwindloads.TocalculateLRFDvaluesforloadcombinationsinvolving


152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3




Limit States Design (LSD) - Factored resistance diaphragm shears, SLSD, (N/mm) and stiffness factors, G', (103 N/mm) for standard 38 mm deep flutes, 152 mm center-to-center steel deck (Fy ≥ 230 MPa; Fu ≥ 310 MPa) installed with Hilti S-MD 12-24 x 1-5/8 M HWH5 fasteners with 914/7 (36/7) or 914/5 (36/5) end and interior support fastener patterns1,2,3,4,5



Span (mm)1200 1500 1800 2100 2400 2700 3000


22

900 mm O.C.SLSD 7.8 7.0 6.8 6.1 6.0 5.6 5.4 5.1 5.0 4.8 4.7 4.5 4.5 4.3G' 8.4 2.3 9.0 2.7 9.4 3.1 9.6 3.5 9.7 3.8 9.8 4.1 9.8 4.3

600 mm O.C.SLSD 8.7 7.7 7.7 7.0 7.1 6.5 6.6 6.1 6.2 5.8 5.8 5.5 5.6 5.3G' 8.7 2.3 9.5 2.8 10.0 3.2 10.4 3.6 10.6 3.9 10.8 4.3 11.0 4.6

450 mm O.C.SLSD 9.6 8.4 8.7 7.8 8.0 7.3 7.6 6.9 7.2 6.6 6.9 6.4 6.7 6.2G' 8.9 2.3 9.8 2.8 10.5 3.3 11.0 3.7 11.3 4.0 11.6 4.4 11.9 4.7

300 mm O.C.SLSD 11.2 9.6 10.4 9.1 9.8 8.7 9.4 8.4 9.1 8.1 8.8 8.0 8.6 7.8G' 9.3 2.4 10.3 2.9 11.2 3.3 11.8 3.8 12.4 4.2 12.8 4.6 13.2 4.9

150 mm O.C.SLSD 14.9 11.9 14.4 11.6 14.0 11.4 13.7 11.3 13.5 11.2 13.3 11.1 13.2 11.0G' 9.9 2.4 11.2 2.9 12.4 3.4 13.3 3.9 14.1 4.4 14.8 4.8 15.4 5.2

20

900 mm O.C.SLSD 10.5 9.4 9.0 8.2 8.0 7.4 7.2 6.8 6.6 6.3 6.1 5.9 5.8 5.6G' 11.4 3.5 11.9 4.1 12.2 4.6 12.2 5.1 12.2 5.5 12.2 5.8 12.1 6.1

600 mm O.C.SLSD 11.6 10.4 10.2 9.3 9.3 8.5 8.6 8.0 8.0 7.5 7.5 7.2 7.2 6.9G' 11.9 3.6 12.7 4.2 13.1 4.8 13.4 5.3 13.5 5.8 13.6 6.2 13.7 6.5

450 mm O.C.SLSD 12.7 11.2 11.4 10.3 10.5 9.6 9.8 9.0 9.3 8.6 8.9 8.3 8.6 8.0G' 12.3 3.6 13.2 4.3 13.8 4.9 14.3 5.5 14.6 6.0 14.8 6.4 14.9 6.8

300 mm O.C.SLSD 14.7 12.8 13.6 12.0 12.7 11.4 12.1 10.9 11.6 10.6 11.3 10.3 11.0 10.1G' 13.0 3.7 14.1 4.4 15.0 5.1 15.6 5.7 16.2 6.3 16.6 6.8 16.9 7.3

150 mm O.C.SLSD 19.6 15.9 18.8 15.5 18.2 15.2 17.8 14.9 17.4 14.7 17.2 14.6 16.9 14.4G' 14.1 3.8 15.7 4.6 17.0 5.3 18.0 6.0 18.9 6.7 19.7 7.3 20.3 7.9

18

900 mm O.C.SLSD 12.2 10.9 10.6 9.7 9.5 8.8 8.7 8.1 8.0 7.6 7.5 7.2 7.1 6.8G' 17.1 6.3 17.1 7.2 16.9 7.9 16.7 8.4 16.3 8.9 16.0 9.2 15.7 9.5

600 mm O.C.SLSD 13.7 12.1 12.2 11.0 11.1 10.2 10.4 9.6 9.8 9.1 9.3 8.7 8.9 8.4G' 18.1 6.5 18.4 7.5 18.5 8.3 18.5 9.0 18.4 9.5 18.2 10.0 18.1 10.4

450 mm O.C.SLSD 15.1 13.2 13.7 12.2 12.7 11.5 12.0 10.9 11.4 10.5 11.0 10.1 10.6 9.9G' 18.9 6.6 19.5 7.7 19.8 8.6 20.0 9.4 20.1 10.1 20.1 10.6 20.1 11.1

300 mm O.C.SLSD 17.7 15.1 16.4 14.3 15.5 13.7 14.9 13.2 14.4 12.9 14.0 12.6 13.7 12.4G' 20.1 6.8 21.2 8.0 21.9 9.0 22.4 10.0 22.8 10.8 23.0 11.5 23.2 12.2

150 mm O.C.SLSD 23.5 18.7 22.7 18.3 22.1 18.0 21.7 17.8 21.4 17.6 21.1 17.5 20.9 17.3G' 22.5 7.1 24.4 8.5 25.8 9.7 26.9 10.8 27.7 11.8 28.4 12.8 29.0 13.7

1 Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses, tf ,withtherange16gauge(1.5mm)≤tf≤6mm.2 TabulatedLSDdiaphragmshearloadsarecalculatedwithaphifactor(Φ)of0.65forwindloads.TocalculateLSDvaluesforloadcombinationsinvolving


152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3

914/7 (36/7)

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3

914/5 (36/5)

c




Limit States Design (LSD) - Factored resistance diaphragm shears, SLSD, (N/mm) and stiffness factors, G', (103 N/mm) for standard 38 mm deep flutes, 152 mm center-to-center steel deck (Fy ≥ 230 MPa; Fu ≥ 310 MPa) installed with Hilti S-MD 12-24 x 1-5/8 M HWH5 fasteners with 914/4 (36/4) or 914/3 (36/3) end and interior support fastener patterns1,2,3,4,5



Span (mm)1200 1500 1800 2100 2400 2700 3000


22

900 mm O.C.SLSD 5.7 4.8 5.1 4.4 4.7 4.1 4.4 3.9 4.1 3.7 3.9 3.5 3.8 3.4G' 1.7 0.9 2.0 1.0 2.3 1.2 2.6 1.4 2.9 1.6 3.1 1.7 3.3 1.9

600 mm O.C.SLSD 6.4 5.2 5.9 4.9 5.5 4.7 5.2 4.5 5.0 4.4 4.8 4.3 4.7 4.2G' 1.7 0.9 2.0 1.1 2.4 1.2 2.7 1.4 3.0 1.6 3.2 1.8 3.5 1.9

450 mm O.C.SLSD 7.0 5.6 6.5 5.4 6.2 5.2 6.0 5.1 5.8 4.9 5.6 4.8 5.5 4.8G' 1.7 0.9 2.1 1.1 2.4 1.3 2.7 1.4 3.0 1.6 3.3 1.8 3.6 2.0

300 mm O.C.SLSD 7.9 6.2 7.6 6.0 7.4 5.9 7.2 5.8 7.1 5.7 6.9 5.7 6.9 5.6G' 1.7 0.9 2.1 1.1 2.5 1.3 2.8 1.5 3.1 1.7 3.5 1.8 3.8 2.0

150 mm O.C.SLSD 9.6 6.9 9.5 6.9 9.4 6.9 9.3 6.8 9.2 6.8 9.2 6.8 9.1 6.8G' 1.7 0.9 2.1 1.1 2.5 1.3 2.9 1.5 3.3 1.7 3.6 1.9 3.9 2.1

20

900 mm O.C.SLSD 7.6 6.4 6.8 5.9 6.2 5.4 5.8 5.1 5.4 4.8 5.1 4.6 4.8 4.5G' 2.6 1.3 3.1 1.6 3.5 1.9 3.9 2.2 4.2 2.4 4.5 2.6 4.8 2.8

600 mm O.C.SLSD 8.5 7.1 7.8 6.6 7.2 6.2 6.8 6.0 6.5 5.7 6.3 5.6 6.1 5.4G' 2.6 1.4 3.1 1.7 3.6 1.9 4.1 2.2 4.4 2.5 4.8 2.7 5.1 3.0

450 mm O.C.SLSD 9.3 7.6 8.6 7.2 8.2 6.9 7.8 6.7 7.5 6.5 7.3 6.3 7.1 6.2G' 2.7 1.4 3.2 1.7 3.7 2.0 4.2 2.3 4.6 2.5 5.0 2.8 5.4 3.0

300 mm O.C.SLSD 10.6 8.3 10.1 8.1 9.7 7.9 9.4 7.7 9.2 7.6 9.0 7.5 8.9 7.4G' 2.7 1.4 3.3 1.7 3.8 2.0 4.3 2.3 4.8 2.6 5.2 2.9 5.6 3.1

150 mm O.C.SLSD 12.9 9.5 12.7 9.4 12.5 9.3 12.4 9.3 12.3 9.2 12.2 9.2 12.2 9.2G' 2.8 1.4 3.4 1.7 3.9 2.1 4.5 2.4 5.0 2.7 5.5 3.0 6.0 3.3

18

900 mm O.C.SLSD 8.9 7.5 8.0 6.9 7.4 6.4 6.9 6.1 6.5 5.8 6.2 5.6 6.0 5.4G' 4.8 2.6 5.5 3.1 6.1 3.5 6.7 3.9 7.1 4.3 7.5 4.6 7.8 4.9

600 mm O.C.SLSD 10.0 8.2 9.3 7.8 8.7 7.4 8.3 7.1 7.9 6.9 7.7 6.7 7.4 6.6G' 4.9 2.6 5.7 3.2 6.4 3.6 7.1 4.1 7.6 4.5 8.1 4.9 8.5 5.3

450 mm O.C.SLSD 11.0 8.8 10.3 8.5 9.8 8.2 9.5 8.0 9.2 7.8 8.9 7.6 8.7 7.5G' 5.0 2.7 5.9 3.2 6.7 3.7 7.4 4.2 8.0 4.7 8.5 5.1 9.0 5.5

300 mm O.C.SLSD 12.5 9.7 12.0 9.5 11.7 9.3 11.4 9.1 11.2 9.0 11.0 8.9 10.8 8.9G' 5.1 2.7 6.1 3.3 7.0 3.8 7.8 4.4 8.5 4.9 9.2 5.3 9.8 5.8

150 mm O.C.SLSD 15.1 10.9 14.9 10.8 14.7 10.7 14.6 10.7 14.5 10.7 14.4 10.6 14.4 10.6G' 5.3 2.8 6.4 3.4 7.4 4.0 8.3 4.5 9.2 5.1 10.0 5.6 10.8 6.2

1 Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses, tf ,withtherange16gauge(1.5mm)≤tf≤6mm.2 TabulatedLSDdiaphragmshearloadsarecalculatedwithaphifactor(Φ)of0.65forwindloads.TocalculateLSDvaluesforloadcombinationsinvolving


152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3

914/4 (36/4)

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3 914/3 (36/3)

c





Racing Tip Screw Fastening SystemSDT 5 Stand Up Decking System*Description Package contents

ST 1800 Metal Construction Screwdriver

Includes tool with depth gauge, 13 ft supply cord and operating instructions in a cardboard box

SDT 5 Stand Up Decking Tool Includes stand up tool, 2 grips, magazine, 5/16" nutsetter, supply cord strain relief clasp and operating instructions

* Additional tool and fastener packages available. Contact Hilti for more information.


SDT 5 Magazine For use with the SDT 5 Stand Up Decking Tool 1

SDT Integrated Driver and Setter - 5/16" For use with the SDT 5 or SDT 30 Stand Up Decking Tools 1

For attachment of metal deck to bar joist

DescriptionMax. drill capacity Qty

S-MD 12-24 x 1 5/8" M HWH5 0.500" 250

SLC Sidelap Connectors for Fastening Deck-to-Deck 1.5







S-SLC 01 M HWHCollated Sidelap Connectors

S-SLC 02 M HWHCollated Sidelap Connectors

S-SLC 01 M HWHSidelap Connector

S-SLC 02 M HWHSidelap Connectors

Approvals/ListingsICC-ES (International Code Council) ESR-2776 (AC43 for S-SLC 01 and S-SLC 02) ESR-2197 (AC43 for #10 HWH Screws) ESR-2196 (AC118 for S-SLC 02 and #10 HWH Screws)COLA (City of Los Angeles) RR 25877, RR 25678, RR 25296FM (Factory Mutual) S-SLC 01 M HWH and S-SLC 02 M HWH fasteners for securing Class 1 Steel Roof Deck sidelaps with 1-60 and 1-90 wind uplift ratings. S-SLC 02 M HWH listed for higher wind uplift ratings with FM Approved Lightweight Insulating Concrete Roof Deck Assemblies. Refer to FM RoofNav forspecificassemblylistings.

1.5.1 Product DescriptionThe Hilti sidelap fastening system consists of a stand up tool (SDT 5), an electric screwdriver (ST 1800) and collated sidelap connectors.

For nestable steel deck profiles, the tool of choice is the SDT 5. It uses the ST 1800 electric or ST 1800-A18 battery screwdriver to drive sidelap connectors through sidelaps ranging from 16 to 26 gauge in thickness. Featuring an adjustable torque clutch, the ST 1800 or ST 1800-A18 helps ensure proper fastening while minimizing overdrive.

When used with the SDT 5 and Hilti's DX 860 tools, the ST 1800-A18 cordless

screw driver provides for a completely stand-up and cordless deck attachment.

When compared with fastening individual, non-collated, screws, the SDT 5 offers the installer the capability to work upright. By improving the comfort and health of the installer, productivity remains high all day, helping keep the project on time and on budget.

Hilti steel deck sidelap fasteners comply with ANSI/SDI RD1.0, C1.0 and NC1.0 standards.

1.5.2 Material Specifications

Fastener Fastener material

Fastener plating

S-SLC 01 M HWH Carbon Steel 5 µm Zinc1

S-SLC 02 M HWH Carbon Steel 5 µm Zinc2

Hilti #10 HWH Screw Carbon Steel 5 µm Zinc2

1 EN/ISO 4042 A/3/E. Reference Hilti North American Product Technical Guide Volume 1: Direct Fastening Section 2.3.3.1 for more information.

2 Minimum requirements of ASTM F1941. Reference Hilti North American Product Technical Guide Volume 1: Direct Fastening Section 2.3.3.1 for more information.

1.5.3 Technical DataAllowable tension (pullout or pullover) and shear bearing loads for Hilti SLC Sidelap Connectors1,2,3

Fastener

Sheet Steel Gauge22 to 22 20 to 20 18 to 18 16 to 16

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

S-SLC 01 M HWH4,5105 240 120 290 150 385

– –(0.47) (1.07) (0.53) (1.29) (0.67) (1.71)

S-SLC 02 M HWH585 240 100 290 130 385 165 485

(0.38) (1.07) (0.44) (1.29) (0.58) (1.71) (0.73) (2.16)

Hilti #10 HWH Screw6

70 210 85 255 115 340 145 430(0.31) (0.93) (0.38) (1.13) (0.51) (1.51) (0.64) (1.91)

1 Based upon attachment of two-same thickness layers of ASTM A1008 or minimum ASTM A653 SQ33 steel deck.

2 Allowable capacities based on a safety factor of 3.0.3 Allowable tension capacities based upon the controlling capacity of pullout, pullover or fastener tension

strength.4 Use of S-SLC 01 M HWH with 18 gauge steel deck is recommended only for standard tensile strength

(45≤Fu≤65ksi)steeldeck.Forhightensilestrength(Fu > 65 ksi) 18 gauge steel deck, use S-SLC 02 M HWH.

5 Allowable shear capacities calculated according to Section 4.5 of SDI DDM03 for standard No. 12 screw. For shear capacities when used in diaphragm applications in combination with Hilti deck frame fasteners, reference Qs values in Table 8 in Section 1.1.8.

6 Allowable shear capacities calculated according to Section 4.5 of SDI DDM03 for standard No. 10 screw.

1.5 SLC Sidelap Connectors for Fastening Deck-to-Deck



1.5.4 Ordering InformationSDT Stand-Up Decking Tool System

ToolsDescription Notes Qty

ST 1800 Adjustable Torque ScrewdriverIncludes tool with depth gauge, 13 ft supply Cord and operating instructions

1 pcs

ST 1800-A18 Adjustable Torque Cordless Screwdriver

Includes tool, (2) B 18 Li-Ion 3.3-Ah CPC batteries, (1) C 4/36-ACS LI TPS charger and operating instructions in a Hilti soft tool bag

1 pcs

SDT 5 Stand Up Tool (for use with the ST 1800 or ST 1800-A18)

Includes stand up tool, 2 grips, magazine, bit holder, nut setter, supply cord strain relief

1 pcs

AccessoriesDescription Notes QtySDT 5 Magazine Replacement magazine for SDT 5 1 pcsSDT Integrated Driver and Setter Single piece design for SDT 5 1 pcs

Sidelap Connectors (Combos including ST 1800 or ST 1800-A18 and SDT 30)Description Notes QtySDT 5, ST 1800 and 10,000 Sidelap Connectors

Can include collated connector choices below

10,000 pcs

SDT 5, ST 1800 and 25,000 Sidelap Connectors

Can include collated connector choices below

25,000 pcs


Can include collated fastener connector choices below

50,000 pcs


Can include collated connector choices below 100,000 pcs

ST 1800-A18, SDT 5 and 15,000 Sidelap Connectors

Can include collated connector choices below 15,000 pcs

Sidelap Connectors (Collated)*Description Deck Thickness (GA) QtyS-SLC 01 M HWH 181, 20, 22, 24, 26 250S-SLC 02 M HWH 16, 18, 20, 22 250#10 HWH Screw 18, 20, 22, 24,26 250

1 UseofS-SLC01MHWHwith18gaugesteeldeckisrecommendedonlyforstandardtensilestrength(45≤Fu≤65ksi)steel deck. For high tensile strength (Fu > 65 ksi) 18 gauge steel deck, use S-SLC 02 M HWH.




Span = 4'-0''Allowable

diaphragm design strength, plf*

Recommended Hilti powder-actuated frame fastener pattern-sidelap spacing Hilti SLC (in. o.c.)*

X-ENP-19 with tf ≥ 1/4" X-HSN 24 with 3/16" ≤ tf ≤ 3/8" X-HSN 24 with 1/8" ≤ tf < 3/16"

SASD (seismic)

SASD(wind) 22 ga. 20 ga. 18 ga. 16 ga. 22 ga. 20 ga. 18 ga. 22 ga. 20 ga. 18 ga.

272 289 36/3-48 36/3-48 36/3-48 36/3-48 36/3-48 36/3-48 36/4-48 36/4-48 36/4-48 36/4-48291 309 36/3-48 36/3-48 36/3-48 36/3-48 36/3-33 36/3-48 36/4-48 36/4-48 36/4-48 36/4-48311 331 36/3-42 36/3-48 36/3-48 36/3-48 36/3-24 36/3-48 36/4-48 36/4-36 36/4-48 36/4-48333 354 36/3-30 36/3-48 36/3-48 36/3-48 36/3-18 36/3-48 36/4-48 36/4-24 36/4-48 36/4-48356 379 36/3-24 36/3-48 36/3-48 36/3-48 36/3-15 36/3-48 36/4-48 36/4-20 36/4-48 36/4-48381 406 36/3-18 36/3-48 36/3-48 36/3-48 36/4-24 36/3-36 36/4-48 36/4-18 36/4-48 36/4-48408 434 36/3-14 36/3-42 36/3-48 36/3-48 36/4-18 36/3-27 36/4-48 36/4-14 36/4-48 36/4-48437 464 36/4-20 36/3-30 36/3-48 36/3-48 36/4-15 36/3-21 36/4-48 36/4-12 36/4-36 36/4-48467 497 36/4-18 36/3-20 36/3-48 36/3-48 36/4-12 36/3-15 36/4-48 36/5-16 36/4-24 36/4-42500 532 36/4-14 36/3-18 36/3-36 36/3-42 36/5-18 36/3-12 36/4-48 36/5-14 36/4-20 36/4-36535 569 36/4-12 36/4-24 36/3-24 36/3-30 36/5-14 36/4-21 36/4-45 36/9-48 36/4-18 36/4-24572 609 36/5-16 36/4-20 36/3-20 36/3-24 36/5-12 36/4-16 36/4-33 36/9-48 36/4-14 36/4-20612 651 36/5-14 36/4-18 36/3-16 36/3-18 36/5-9 36/4-14 36/4-27 36/9-30 36/4-12 36/4-18655 697 36/5-10 36/4-14 36/4-24 36/3-14 36/5-8 36/5-20 36/4-21 36/9-20 36/5-18 36/4-14701 746 36/5-8 36/4-12 36/4-20 36/4-24 36/5-6 36/4-9 36/4-18 36/9-16 36/5-14 36/4-12750 798 36/5-7 36/5-16 36/4-18 36/4-18 36/9-18 36/5-12 36/4-15 36/9-12 36/5-12 36/5-18802 854 36/9-24 36/5-14 36/4-14 36/4-16 36/9-14 36/5-9 36/4-12 36/9-10 36/9-42 36/5-14859 914 36/9-18 36/5-10 36/5-20 36/4-12 36/9-10 36/9-42 36/4-9 36/9-8 36/9-30 36/5-12919 977 36/9-12 36/5-8 36/5-16 36/5-18 36/9-9 36/5-6 36/5-12 36/9-7 36/9-20 36/7-16983 1046 36/9-10 36/5-7 36/5-14 36/5-14 36/9-7 36/9-20 36/5-11 36/11-8 36/9-16 36/9-24

1052 1119 36/9-8 36/5-6 36/5-10 36/5-12 36/9-6 36/9-16 36/5-9 36/11-7 36/9-12 36/9-201126 1197 36/9-7 36/9-16 36/5-8 36/5-10 36/11-7 36/9-12 36/5-7 36/11-6 36/9-10 36/7-101204 1281 36/9-5 36/9-12 36/5-7 36/5-8 36/11-6 36/9-10 36/5-6 36/9-8 36/9-121289 1371 36/11-7 36/9-10 36/9-20 36/9-24 36/9-3 36/9-8 36/9-15 36/9-7 36/9-101379 1467 36/11-5 36/9-8 36/9-16 36/9-18 36/11-4 36/9-6 36/9-12 36/9-6 36/9-81475 1570 36/11-4 36/9-7 36/9-12 36/9-14 36/11-3 36/11-8 36/9-9 36/11-7 36/9-71689 1797 36/11-3 36/11-7 36/9-8 36/9-8 36/9-3 36/9-7 36/11-71934 2057 36/11-4 36/9-5 36/9-6 36/11-3 36/11-72214 2355 36/11-3 36/11-5 36/11-6 36/11-42535 2697 36/11-3 36/11-4 36/11-3

* Please refer to footnotes listed at the end of this section on page 60.





SASD (seismic)


254 270 36/3-54 36/3-54 36/3-54 36/3-54 36/3-51 36/3-54 36/4-54 36/4-54 36/4-54 36/4-54272 289 36/3-54 36/3-54 36/3-54 36/3-54 36/3-36 36/3-54 36/4-54 36/4-48 36/4-54 36/4-54291 309 36/3-42 36/3-54 36/3-54 36/3-54 36/3-27 36/3-54 36/4-54 36/4-36 36/4-54 36/4-54311 331 36/3-30 36/3-54 36/3-54 36/3-54 36/3-21 36/3-54 36/4-54 36/4-30 36/4-54 36/4-54333 354 36/3-24 36/3-54 36/3-54 36/3-54 36/3-16 36/3-54 36/4-54 36/4-24 36/4-54 36/4-54356 379 36/3-20 36/3-54 36/3-54 36/3-54 36/3-12 36/3-39 36/4-54 36/4-20 36/4-54 36/4-54381 406 36/3-16 36/3-42 36/3-54 36/3-54 36/4-20 36/3-30 36/4-54 36/4-16 36/4-48 36/4-54408 434 36/4-24 36/3-30 36/3-54 36/3-54 36/4-16 36/3-24 36/4-54 36/4-14 36/4-36 36/4-54437 464 36/4-18 36/3-24 36/3-54 36/3-54 36/4-14 36/3-18 36/4-54 36/5-18 36/4-30 36/4-48467 497 36/4-16 36/3-20 36/3-42 36/3-42 36/5-18 36/3-15 36/4-54 36/5-14 36/4-24 36/4-36500 532 36/4-12 36/3-16 36/3-30 36/3-36 36/5-16 36/4-21 36/4-45 36/5-12 36/4-20 36/4-30535 569 36/5-18 36/4-24 36/3-24 36/3-24 36/5-12 36/4-18 36/4-36 36/9-42 36/4-16 36/4-24572 609 36/5-14 36/4-20 36/3-20 36/3-20 36/5-10 36/4-15 36/4-30 36/9-30 36/4-14 36/4-20612 651 36/5-12 36/4-16 36/3-14 36/3-16 36/5-9 36/4-12 36/4-24 36/9-20 36/5-18 36/4-18655 697 36/5-10 36/4-12 36/4-24 36/4-24 36/5-7 36/5-16 36/4-20 36/9-18 36/5-16 36/4-14701 746 36/5-8 36/5-18 36/4-18 36/4-20 36/5-6 36/5-14 36/4-15 36/9-14 36/5-12 36/5-20750 798 36/5-7 36/5-14 36/4-16 36/4-18 36/9-15 36/5-12 36/4-12 36/9-10 36/9-42 36/5-16802 854 36/9-18 36/5-12 36/4-12 36/4-14 36/9-12 36/5-10 36/5-18 36/9-8 36/9-30 36/5-14859 914 36/9-14 36/5-10 36/5-18 36/4-12 36/9-9 36/5-7 36/5-15 36/9-7 36/9-20 36/9-36919 977 36/9-10 36/5-8 36/5-14 36/5-16 36/9-8 36/9-19 36/5-12 36/9-6 36/9-18 36/7-14983 1046 36/9-8 36/5-7 36/5-12 36/5-12 36/9-6 36/9-16 36/5-10 36/11-7 36/9-14 36/7-12

1052 1119 36/9-7 36/9-18 36/5-10 36/5-10 36/9-5 36/9-12 36/5-8 36/11-6 36/9-12 36/9-181126 1197 36/9-6 36/9-14 36/5-8 36/5-8 36/11-6 36/9-10 36/5-6 36/9-8 36/9-141204 1281 36/9-5 36/9-10 36/5-7 36/5-7 36/9-3 36/9-8 36/9-15 36/9-8 36/9-121289 1371 36/11-6 36/9-8 36/9-16 36/9-18 36/9-3 36/9-7 36/9-12 36/9-6 36/9-101379 1467 36/11-5 36/9-7 36/9-12 36/9-14 36/11-3 36/9-6 36/9-9 36/11-8 36/9-81579 1679 36/11-3 36/9-5 36/9-8 36/9-10 36/11-6 36/9-7 36/11-81807 1923 36/11-5 36/9-6 36/9-6 36/11-4 36/11-72069 2201 36/11-3 36/11-6 36/11-6 36/11-52369 2520 36/11-4 36/11-4 36/11-3


1.6 Optimized Diaphragm Shear Tables







SASD (seismic)


237 253 36/3-60 36/3-60 36/3-60 36/3-60 36/3-51 36/3-60 36/4-60 36/4-60 36/4-60 36/4-60254 270 36/3-60 36/3-60 36/3-60 36/3-60 36/3-39 36/3-60 36/4-60 36/4-48 36/4-60 36/4-60272 289 36/3-48 36/3-60 36/3-60 36/3-60 36/3-30 36/3-60 36/4-60 36/4-36 36/4-60 36/4-60291 309 36/3-36 36/3-60 36/3-60 36/3-60 36/3-24 36/3-60 36/4-60 36/4-30 36/4-60 36/4-60311 331 36/3-30 36/3-60 36/3-60 36/3-60 36/3-20 36/3-57 36/4-60 36/4-24 36/4-60 36/4-60333 354 36/3-24 36/3-60 36/3-60 36/3-60 36/3-16 36/3-45 36/4-60 36/4-20 36/4-60 36/4-60356 379 36/3-18 36/3-48 36/3-60 36/3-60 36/3-12 36/3-35 36/4-60 36/4-18 36/4-48 36/4-60381 406 36/3-14 36/3-36 36/3-60 36/3-60 36/4-18 36/3-27 36/4-60 36/5-24 36/4-36 36/4-60408 434 36/3-12 36/3-30 36/3-60 36/3-60 36/4-15 36/3-21 36/4-60 36/5-20 36/4-30 36/4-48437 464 36/4-18 36/3-24 36/3-42 36/3-48 36/4-12 36/3-18 36/4-60 36/5-16 36/4-24 36/4-36467 497 36/4-14 36/3-18 36/3-36 36/3-36 36/4-11 36/3-14 36/4-48 36/5-14 36/4-20 36/4-30500 532 36/4-12 36/3-14 36/3-24 36/3-30 36/4-9 36/4-20 36/4-39 36/5-12 36/4-18 36/4-24535 569 36/5-16 36/3-12 36/3-20 36/3-24 36/5-12 36/4-16 36/4-30 36/9-30 36/4-16 36/4-24572 609 36/5-12 36/4-18 36/3-18 36/3-20 36/5-10 36/4-14 36/4-24 36/9-24 36/5-20 36/4-20612 651 36/5-10 36/4-14 36/3-14 36/3-16 36/5-8 36/4-12 36/4-21 36/9-18 36/5-16 36/4-16655 697 36/5-8 36/4-12 36/4-20 36/3-12 36/5-6 36/5-16 36/4-18 36/9-14 36/5-14 36/4-14701 746 36/5-8 36/5-16 36/4-18 36/4-18 36/9-15 36/5-12 36/4-15 36/9-12 36/5-12 36/5-18750 798 36/9-18 36/5-14 36/4-14 36/4-16 36/9-12 36/5-11 36/4-12 36/9-10 36/9-30 36/5-14802 854 36/9-14 36/5-12 36/4-12 36/4-14 36/9-10 36/5-9 36/5-15 36/9-8 36/9-24 36/5-12859 914 36/9-12 36/5-10 36/5-16 36/5-18 36/9-8 36/5-7 36/5-14 36/9-7 36/9-18 36/7-16919 977 36/9-10 36/5-8 36/5-14 36/5-14 36/9-7 36/5-6 36/5-12 36/9-6 36/9-14 36/7-14983 1046 36/9-8 36/5-7 36/5-10 36/5-12 36/9-6 36/9-14 36/5-9 36/11-7 36/9-12 36/7-12

1052 1119 36/9-7 36/9-14 36/5-8 36/5-10 36/11-7 36/9-10 36/7-12 36/11-6 36/9-10 36/9-161126 1197 36/11-8 36/9-12 36/5-8 36/5-8 36/11-6 36/9-9 36/7-10 36/9-8 36/9-121204 1281 36/11-6 36/9-10 36/9-18 36/5-7 36/9-3 36/9-8 36/9-15 36/9-7 36/9-101289 1371 36/9-4 36/9-8 36/9-14 36/9-16 36/11-4 36/9-6 36/9-12 36/9-6 36/9-81475 1570 36/11-4 36/9-6 36/9-10 36/9-10 36/11-3 36/11-6 36/9-8 36/11-6 36/9-61689 1797 36/9-4 36/9-7 36/9-7 36/11-4 36/9-6 36/11-61934 2057 36/11-4 36/9-5 36/9-5 36/11-3 36/11-62214 2355 36/11-3 36/11-5 36/11-5 36/11-4






SASD (seismic)


222 236 36/3-66 36/3-66 36/3-66 36/3-66 36/3-57 36/3-66 36/4-66 36/4-60 36/4-66 36/4-66237 253 36/3-66 36/3-66 36/3-66 36/3-66 36/3-42 36/3-66 36/4-66 36/4-48 36/4-66 36/4-66254 270 36/3-48 36/3-66 36/3-66 36/3-66 36/3-33 36/3-66 36/4-66 36/4-42 36/4-66 36/4-66272 289 36/3-42 36/3-66 36/3-66 36/3-66 36/3-27 36/3-66 36/4-66 36/4-30 36/4-66 36/4-66291 309 36/3-30 36/3-66 36/3-66 36/3-66 36/3-21 36/3-63 36/4-66 36/4-24 36/4-66 36/4-66311 331 36/3-24 36/3-60 36/3-66 36/3-66 36/3-18 36/3-48 36/4-66 36/4-24 36/4-60 36/4-66333 354 36/3-20 36/3-48 36/3-66 36/3-66 36/3-15 36/3-39 36/4-66 36/4-20 36/4-48 36/4-66356 379 36/3-18 36/3-42 36/3-66 36/3-66 36/3-12 36/3-30 36/4-66 36/4-16 36/4-42 36/4-60381 406 36/3-14 36/3-30 36/3-60 36/3-66 36/4-16 36/3-24 36/4-66 36/4-14 36/4-36 36/4-48408 434 36/4-18 36/3-24 36/3-48 36/3-48 36/4-14 36/3-21 36/4-66 36/5-18 36/4-30 36/4-42437 464 36/4-16 36/3-20 36/3-36 36/3-42 36/4-12 36/3-15 36/4-51 36/5-16 36/4-24 36/4-36467 497 36/4-14 36/3-18 36/3-30 36/3-36 36/5-15 36/4-21 36/4-42 36/5-12 36/4-20 36/4-30500 532 36/4-12 36/4-24 36/3-24 36/3-24 36/5-12 36/4-18 36/4-33 36/9-30 36/4-18 36/4-24535 569 36/4-10 36/4-20 36/3-20 36/3-20 36/5-10 36/4-16 36/4-27 36/9-24 36/4-14 36/4-20572 609 36/5-12 36/4-16 36/3-16 36/3-18 36/5-9 36/4-12 36/4-24 36/9-20 36/5-18 36/4-18612 651 36/5-10 36/4-14 36/3-14 36/4-24 36/5-8 36/4-11 36/4-18 36/9-16 36/5-16 36/4-16655 697 36/5-8 36/4-12 36/4-20 36/4-20 36/5-6 36/4-9 36/4-15 36/9-12 36/5-14 36/5-20701 746 36/5-7 36/4-10 36/4-16 36/4-18 36/9-12 36/5-12 36/5-21 36/9-10 36/5-12 36/5-16750 798 36/9-14 36/5-12 36/4-14 36/4-14 36/9-10 36/5-10 36/4-12 36/9-8 36/9-24 36/5-14802 854 36/9-12 36/5-10 36/4-12 36/4-12 36/9-9 36/5-9 36/5-15 36/9-8 36/9-20 36/5-12859 914 36/9-10 36/5-8 36/4-10 36/5-16 36/9-8 36/5-7 36/5-12 36/9-6 36/9-16 36/9-24919 977 36/9-8 36/5-8 36/5-12 36/5-14 36/9-6 36/5-6 36/5-11 36/11-7 36/9-14 36/9-20983 1046 36/9-7 36/9-16 36/5-10 36/5-12 36/11-7 36/9-12 36/5-9 36/11-6 36/7-8 36/9-16

1052 1119 36/9-6 36/9-12 36/5-8 36/5-10 36/11-6 36/9-10 36/9-18 36/9-10 36/9-141126 1197 36/9-5 36/9-10 36/5-8 36/5-8 36/9-4 36/9-8 36/5-6 36/9-8 36/9-121204 1281 36/11-6 36/9-8 36/9-14 36/5-7 36/9-3 36/9-7 36/9-12 36/9-7 36/9-101379 1467 36/11-4 36/9-6 36/9-10 36/9-12 36/11-3 36/11-7 36/9-9 36/11-6 36/9-71579 1679 36/11-3Z 36/11-6 36/9-7 36/9-8 36/11-5 36/9-6 36/11-71807 1923 36/11-4 36/9-5 36/9-6 36/11-3 36/11-62069 2201 36/11-3 36/9-4 36/11-6 36/11-4









SASD (seismic)


207 221 36/3-72 36/3-72 36/3-72 36/3-72 36/3-60 36/3-72 36/4-72 36/4-60 36/4-72 36/4-72222 236 36/3-72 36/3-72 36/3-72 36/3-72 36/3-48 36/3-72 36/4-72 36/4-48 36/4-72 36/4-72237 253 36/3-48 36/3-72 36/3-72 36/3-72 36/3-39 36/3-72 36/4-72 36/4-42 36/4-72 36/4-72254 270 36/3-42 36/3-72 36/3-72 36/3-72 36/3-30 36/3-72 36/4-72 36/4-36 36/4-72 36/4-72272 289 36/3-36 36/3-72 36/3-72 36/3-72 36/3-24 36/3-69 36/4-72 36/4-30 36/4-72 36/4-72291 309 36/3-30 36/3-72 36/3-72 36/3-72 36/3-21 36/3-54 36/4-72 36/4-24 36/4-60 36/4-72311 331 36/3-24 36/3-48 36/3-72 36/3-72 36/3-16 36/3-42 36/4-72 36/4-20 36/4-48 36/4-72333 354 36/3-20 36/3-42 36/3-72 36/3-72 36/3-14 36/3-33 36/4-72 36/4-18 36/4-42 36/4-60356 379 36/3-16 36/3-36 36/3-72 36/3-72 36/4-18 36/3-29 36/4-72 36/4-16 36/4-36 36/4-48381 406 36/4-20 36/3-30 36/3-48 36/3-60 36/4-16 36/3-21 36/4-69 36/4-14 36/4-30 36/4-48408 434 36/4-18 36/3-24 36/3-42 36/3-48 36/4-14 36/3-19 36/4-55 36/4-12 36/4-24 36/4-36437 464 36/4-14 36/3-20 36/3-36 36/3-36 36/4-12 36/3-18 36/4-45 36/5-14 36/4-20 36/4-30467 497 36/4-12 36/3-16 36/3-30 36/3-30 36/4-10 36/4-21 36/4-36 36/5-12 36/4-20 36/4-30500 532 36/5-16 36/3-14 36/3-24 36/3-24 36/5-12 36/4-18 36/4-30 36/9-24 36/4-16 36/4-24535 569 36/5-14 36/4-18 36/3-20 36/3-20 36/5-10 36/4-15 36/4-24 36/9-20 36/4-14 36/4-20572 609 36/5-12 36/4-16 36/3-16 36/3-18 36/5-9 36/4-12 36/4-21 36/9-16 36/5-18 36/4-18612 651 36/5-10 36/4-14 36/4-20 36/4-24 36/5-7 36/4-11 36/4-18 36/9-14 36/5-14 36/4-14655 697 36/5-8 36/4-12 36/4-18 36/4-20 36/5-6 36/4-9 36/4-16 36/9-12 36/5-12 36/5-18701 746 36/5-7 36/4-10 36/4-16 36/4-16 36/9-12 36/5-12 36/4-14 36/9-10 36/9-24 36/5-16750 798 36/9-14 36/5-12 36/4-12 36/4-14 36/9-10 36/5-9 36/4-12 36/9-8 36/9-20 36/5-14802 854 36/9-10 36/5-10 36/5-16 36/4-12 36/9-8 36/9-18 36/4-9 36/9-7 36/9-18 36/5-12859 914 36/9-8 36/5-8 36/5-14 36/4-10 36/9-7 36/9-16 36/5-12 36/9-6 36/9-14 36/7-14919 977 36/9-8 36/5-7 36/5-12 36/5-12 36/9-6 36/9-12 36/5-11 36/11-7 36/9-12 36/9-18983 1046 36/9-7 36/9-14 36/5-10 36/5-10 36/11-7 36/9-10 36/5-9 36/11-6 36/9-10 36/9-16

1052 1119 36/9-6 36/9-12 36/5-8 36/5-8 36/11-6 36/9-9 36/9-16 36/9-8 36/9-121126 1197 36/9-5 36/9-10 36/5-7 36/5-8 36/11-5 36/9-8 36/9-13 36/9-8 36/7-81289 1371 36/11-5 36/9-7 36/9-12 36/9-12 36/11-3 36/9-6 36/9-10 36/11-7 36/9-81475 1570 36/11-3 36/11-7 36/9-8 36/9-8 36/9-4 36/9-7 36/9-61689 1797 36/11-5 36/9-6 36/9-7 36/11-4 36/9-5 36/11-61934 2057 36/11-3 36/11-6 36/9-5 36/11-3 36/11-5






SASD (seismic)


194 206 36/3-72 36/3-72 36/3-72 36/3-72 36/3-69 36/3-72 36/4-72 36/4-60 36/4-72 36/4-72207 221 36/3-72 36/3-72 36/3-72 36/3-72 36/3-51 36/3-72 36/4-72 36/4-48 36/4-72 36/4-72222 236 36/3-60 36/3-72 36/3-72 36/3-72 36/3-42 36/3-72 36/4-72 36/4-48 36/4-72 36/4-72237 253 36/3-48 36/3-72 36/3-72 36/3-72 36/3-33 36/3-72 36/4-72 36/4-36 36/4-72 36/4-72254 270 36/3-36 36/3-72 36/3-72 36/3-72 36/3-27 36/3-72 36/4-72 36/4-30 36/4-72 36/4-72272 289 36/3-30 36/3-72 36/3-72 36/3-72 36/3-24 36/3-57 36/4-72 36/4-24 36/4-72 36/4-72291 309 36/3-24 36/3-60 36/3-72 36/3-72 36/3-18 36/3-48 36/4-72 36/4-24 36/4-60 36/4-72311 331 36/3-20 36/3-48 36/3-72 36/3-72 36/3-16 36/3-39 36/4-72 36/4-20 36/4-48 36/4-72333 354 36/3-18 36/3-36 36/3-72 36/3-72 36/4-21 36/3-30 36/4-72 36/4-18 36/4-42 36/4-60356 379 36/3-16 36/3-30 36/3-60 36/3-60 36/4-18 36/3-27 36/4-72 36/4-16 36/4-30 36/4-48381 406 36/4-20 36/3-24 36/3-48 36/3-48 36/4-15 36/3-21 36/4-57 36/5-18 36/4-30 36/4-42408 434 36/4-16 36/3-24 36/3-36 36/3-42 36/4-12 36/3-18 36/4-48 36/5-16 36/4-24 36/4-36437 464 36/4-14 36/3-20 36/3-30 36/3-36 36/4-11 36/3-15 36/4-39 36/5-14 36/4-20 36/4-30467 497 36/5-18 36/3-16 36/3-24 36/3-30 36/4-9 36/3-12 36/4-33 36/5-12 36/4-18 36/4-24500 532 36/5-14 36/4-20 36/3-20 36/3-24 36/5-12 36/4-16 36/4-27 36/9-20 36/4-16 36/4-24535 569 36/5-12 36/4-18 36/3-18 36/3-20 36/5-9 36/4-15 36/4-24 36/9-18 36/4-14 36/4-20572 609 36/4-8 36/4-14 36/3-16 36/3-16 36/5-8 36/4-12 36/4-21 36/9-14 36/4-12 36/4-18612 651 36/5-10 36/5-18 36/4-20 36/3-14 36/5-7 36/5-15 36/4-18 36/9-12 36/5-14 36/4-14655 697 36/5-8 36/5-16 36/4-18 36/4-18 36/5-6 36/5-12 36/4-15 36/9-10 36/5-12 36/5-18701 746 36/5-7 36/5-14 36/4-14 36/4-16 36/9-10 36/5-11 36/4-12 36/7-7 36/7-14 36/5-16750 798 36/9-12 36/5-12 36/5-18 36/4-14 36/9-9 36/5-9 36/5-15 36/9-8 36/9-18 36/5-14802 854 36/9-10 36/5-10 36/5-16 36/4-12 36/9-8 36/9-16 36/4-9 36/9-7 36/9-16 36/5-12859 914 36/9-8 36/5-8 36/5-12 36/5-14 36/9-7 36/5-7 36/5-12 36/9-6 36/9-14 36/7-14919 977 36/9-8 36/5-7 36/5-12 36/5-12 36/9-6 36/5-6 36/5-9 36/11-7 36/9-12 36/7-12983 1046 36/9-6 36/9-12 36/5-10 36/5-10 36/9-5 36/9-10 36/5-9 36/11-6 36/9-10 36/9-14

1052 1119 36/11-7 36/7-8 36/5-8 36/9-20 36/9-4 36/9-8 36/9-15 36/9-8 36/9-121204 1281 36/9-4 36/9-8 36/9-12 36/9-14 36/9-3 36/9-6 36/9-9 36/9-6 36/7-71379 1467 36/11-4 36/9-6 36/7-7 36/9-10 36/11-3 36/9-5 36/9-8 36/11-6 36/9-71579 1679 36/11-3 36/9-4 36/9-7 36/9-7 36/11-4 36/9-6 36/11-71807 1923 36/11-4 36/9-5 36/11-7 36/11-3 36/11-6









SASD (seismic)


194 206 36/3-72 36/3-72 36/3-72 36/3-72 36/3-57 36/3-72 36/4-72 36/4-60 36/4-72 36/4-72207 221 36/3-60 36/3-72 36/3-72 36/3-72 36/3-47 36/3-72 36/4-72 36/4-48 36/4-72 36/4-72222 236 36/3-48 36/3-72 36/3-72 36/3-72 36/3-36 36/3-72 36/4-72 36/4-42 36/4-72 36/4-72237 253 36/3-42 36/3-72 36/3-72 36/3-72 36/3-30 36/3-72 36/4-72 36/4-36 36/4-72 36/4-72254 270 36/3-36 36/3-72 36/3-72 36/3-72 36/3-27 36/3-63 36/4-72 36/4-30 36/4-72 36/4-72272 289 36/3-30 36/3-60 36/3-72 36/3-72 36/3-21 36/3-51 36/4-72 36/4-24 36/4-60 36/4-72291 309 36/3-24 36/3-48 36/3-72 36/3-72 36/3-18 36/3-42 36/4-72 36/4-20 36/4-48 36/4-72311 331 36/3-20 36/3-42 36/3-72 36/3-72 36/3-16 36/3-36 36/4-72 36/4-20 36/4-42 36/4-60333 354 36/3-18 36/3-36 36/3-60 36/3-72 36/3-12 36/3-30 36/4-72 36/4-16 36/4-36 36/4-48356 379 36/3-14 36/3-30 36/3-48 36/3-60 36/4-16 36/3-24 36/4-63 36/4-14 36/4-30 36/4-48381 406 36/4-18 36/3-24 36/3-42 36/3-48 36/4-15 36/3-21 36/4-51 36/5-18 36/4-24 36/4-42408 434 36/4-16 36/3-20 36/3-36 36/3-36 36/4-12 36/3-18 36/4-42 36/5-14 36/4-24 36/4-36437 464 36/4-14 36/3-18 36/3-30 36/3-30 36/5-15 36/3-15 36/4-36 36/5-12 36/4-20 36/4-30467 497 36/4-12 36/3-16 36/3-24 36/3-24 36/5-12 36/4-18 36/4-30 36/9-24 36/4-18 36/4-24500 532 36/5-14 36/4-20 36/3-20 36/3-24 36/5-11 36/4-16 36/4-27 36/9-20 36/4-16 36/4-20535 569 36/5-12 36/4-16 36/3-18 36/3-20 36/5-10 36/4-14 36/4-21 36/9-16 36/4-14 36/4-20572 609 36/5-10 36/4-14 36/3-14 36/3-16 36/5-8 36/4-12 36/4-20 36/9-14 36/4-12 36/4-16612 651 36/9-18 36/4-12 36/4-20 36/3-14 36/5-7 36/5-14 36/4-17 36/9-12 36/5-14 36/4-14655 697 36/5-8 36/5-14 36/4-16 36/4-18 36/5-6 36/5-12 36/4-15 36/9-10 36/5-12 36/5-18701 746 36/5-7 36/5-12 36/4-14 36/4-16 36/9-10 36/5-11 36/5-18 36/7-7 36/9-20 36/5-14750 798 36/5-6 36/4-8 36/4-12 36/4-14 36/9-9 36/5-9 36/5-15 36/9-8 36/9-18 36/5-12802 854 36/9-10 36/5-10 36/5-14 36/4-12 36/9-7 36/9-16 36/5-12 36/9-7 36/9-14 36/7-14859 914 36/9-8 36/5-8 36/5-12 36/5-14 36/9-6 36/9-12 36/5-11 36/9-6 36/9-12 36/9-18919 977 36/9-7 36/9-14 36/5-10 36/5-12 36/9-6 36/9-10 36/5-10 36/11-6 36/9-10 36/7-12983 1046 36/9-6 36/9-12 36/5-10 36/5-10 36/11-6 36/9-10 36/9-15 36/7-7 36/9-14

1052 1119 36/11-7 36/9-10 36/5-8 36/9-18 36/7-3 36/7-6 36/9-12 36/9-8 36/9-121204 1281 36/11-5 36/9-8 36/9-12 36/9-12 36/9-3 36/9-6 36/9-9 36/11-8 36/7-71379 1467 36/11-4 36/9-6 36/9-8 36/9-10 36/11-3 36/11-6 36/9-8 36/11-6 36/9-71579 1679 36/11-5 36/9-6 36/9-7 36/11-4 36/9-6 36/11-61807 1923 36/11-4 36/9-5 36/11-7 36/11-3 36/9-4






SASD (seismic)


181 193 36/3-72 36/3-72 36/3-72 36/3-72 36/3-63 36/3-72 36/4-72 36/4-60 36/4-72 36/4-72194 206 36/3-72 36/3-72 36/3-72 36/3-72 36/3-51 36/3-72 36/4-72 36/4-48 36/4-72 36/4-72207 221 36/3-60 36/3-72 36/3-72 36/3-72 36/3-42 36/3-72 36/4-72 36/4-42 36/4-72 36/4-72222 236 36/3-48 36/3-72 36/3-72 36/3-72 36/3-36 36/3-72 36/4-72 36/4-36 36/4-72 36/4-72237 253 36/3-36 36/3-72 36/3-72 36/3-72 36/3-30 36/3-69 36/4-72 36/4-30 36/4-72 36/4-72254 270 36/3-30 36/3-72 36/3-72 36/3-72 36/3-24 36/3-57 36/4-72 36/4-30 36/4-60 36/4-72272 289 36/3-24 36/3-60 36/3-72 36/3-72 36/3-21 36/3-45 36/4-72 36/4-24 36/4-48 36/4-72291 309 36/3-24 36/3-48 36/3-72 36/3-72 36/3-18 36/3-39 36/4-72 36/4-20 36/4-48 36/4-72311 331 36/3-20 36/3-42 36/3-72 36/3-72 36/3-15 36/3-33 36/4-72 36/4-18 36/4-42 36/4-60333 354 36/3-18 36/3-36 36/3-60 36/3-60 36/4-18 36/3-27 36/4-66 36/4-16 36/4-36 36/4-48356 379 36/3-14 36/3-30 36/3-48 36/3-48 36/4-16 36/3-24 36/4-54 36/5-20 36/4-30 36/4-42381 406 36/4-18 36/3-24 36/3-42 36/3-42 36/4-14 36/3-18 36/4-48 36/5-16 36/4-24 36/4-36408 434 36/4-16 36/3-20 36/3-30 36/3-36 36/5-16 36/3-15 36/4-39 36/5-14 36/4-20 36/4-30437 464 36/4-14 36/3-18 36/3-30 36/3-30 36/5-14 36/4-21 36/4-33 36/5-12 36/4-20 36/4-30467 497 36/5-16 36/3-14 36/3-24 36/3-24 36/5-12 36/4-18 36/4-30 36/7-14 36/4-18 36/4-24500 532 36/5-14 36/4-18 36/3-20 36/3-20 36/5-10 36/4-16 36/4-24 36/9-18 36/5-20 36/4-20535 569 36/5-12 36/4-16 36/3-18 36/3-20 36/5-9 36/4-14 36/4-21 36/9-16 36/5-18 36/4-20572 609 36/5-10 36/4-14 36/3-14 36/3-16 36/5-8 36/5-16 36/4-18 36/9-12 36/5-16 36/4-16612 651 36/5-8 36/5-16 36/4-18 36/4-20 36/5-7 36/5-14 36/5-22 36/9-12 36/5-12 36/5-20655 697 36/5-8 36/5-14 36/4-16 36/4-18 36/9-12 36/5-12 36/5-20 36/9-10 36/5-12 36/5-16701 746 36/5-7 36/5-12 36/4-14 36/5-20 36/9-10 36/5-10 36/4-12 36/9-8 36/9-18 36/5-14750 798 36/5-6 36/5-10 36/5-16 36/5-18 36/7-6 36/5-9 36/5-15 36/9-7 36/9-16 36/5-12802 854 36/7-7 36/9-18 36/5-14 36/5-16 36/9-7 36/9-15 36/5-12 36/11-8 36/9-14 36/7-14859 914 36/9-8 36/5-8 36/5-12 36/5-14 36/9-6 36/9-12 36/5-11 36/9-6 36/9-12 36/9-18919 977 36/9-7 36/5-7 36/5-10 36/5-12 36/11-7 36/9-10 36/5-9 36/11-6 36/9-10 36/9-14983 1046 36/9-6 36/5-6 36/9-18 36/5-10 36/9-5 36/7-7 36/9-15 36/7-7 36/7-10

1126 1197 36/11-6 36/9-8 36/5-7 36/9-14 36/9-3 36/9-7 36/5-6 36/9-7 36/9-101289 1371 36/11-8 36/9-10 36/7-8 36/7-4 36/9-9 36/11-6 36/9-71475 1570 36/9-5 36/9-7 36/9-8 36/9-4 36/9-6 36/11-71689 1797 36/11-7 36/9-6 36/9-5









SASD (seismic)


181 193 36/3-72 36/3-72 36/3-72 36/3-72 36/3-54 36/3-72 36/4-72 36/4-48 36/4-72 36/4-72194 206 36/3-60 36/3-72 36/3-72 36/3-72 36/3-48 36/3-72 36/4-72 36/4-48 36/4-72 36/4-72207 221 36/3-48 36/3-72 36/3-72 36/3-72 36/3-39 36/3-72 36/4-72 36/4-42 36/4-72 36/4-72222 236 36/3-42 36/3-72 36/3-72 36/3-72 36/3-33 36/3-72 36/4-72 36/4-36 36/4-72 36/4-72237 253 36/3-36 36/3-72 36/3-72 36/3-72 36/3-27 36/3-63 36/4-72 36/4-30 36/4-72 36/4-72254 270 36/3-30 36/3-60 36/3-72 36/3-72 36/3-24 36/3-51 36/4-72 36/4-24 36/4-60 36/4-72272 289 36/3-24 36/3-48 36/3-72 36/3-72 36/3-21 36/3-45 36/4-72 36/4-24 36/4-48 36/4-72291 309 36/3-20 36/3-42 36/3-72 36/3-72 36/3-18 36/3-36 36/4-72 36/4-20 36/4-42 36/4-60311 331 36/3-20 36/3-36 36/3-60 36/3-72 36/3-15 36/3-30 36/4-69 36/4-18 36/4-36 36/4-48333 354 36/3-16 36/3-30 36/3-48 36/3-60 36/4-18 36/3-27 36/4-60 36/4-16 36/4-30 36/4-48356 379 36/4-20 36/3-24 36/3-42 36/3-48 36/4-16 36/3-21 36/4-51 36/4-14 36/4-30 36/4-42381 406 36/4-16 36/3-24 36/3-36 36/3-42 36/4-14 36/3-18 36/4-42 36/5-16 36/4-24 36/4-36408 434 36/5-20 36/3-20 36/3-30 36/3-36 36/4-12 36/3-15 36/4-36 36/5-14 36/4-20 36/4-30437 464 36/5-16 36/3-18 36/3-24 36/3-30 36/5-14 36/4-20 36/4-33 36/5-12 36/4-20 36/4-24467 497 36/5-14 36/4-20 36/3-24 36/3-24 36/5-12 36/4-18 36/4-27 36/9-20 36/4-16 36/4-24500 532 36/4-10 36/4-18 36/3-20 36/3-20 36/5-10 36/4-15 36/4-24 36/7-12 36/5-20 36/4-20535 569 36/5-12 36/4-16 36/4-24 36/3-18 36/5-9 36/4-13 36/4-21 36/9-14 36/5-16 36/4-18572 609 36/5-10 36/4-14 36/4-20 36/3-16 36/5-8 36/4-12 36/4-18 36/9-12 36/5-14 36/4-16612 651 36/5-8 36/5-16 36/4-18 36/4-20 36/5-7 36/4-10 36/4-15 36/9-10 36/5-12 36/4-14655 697 36/5-8 36/5-14 36/4-16 36/4-16 36/5-6 36/5-12 36/4-14 36/9-10 36/7-14 36/5-16701 746 36/9-12 36/5-12 36/4-14 36/5-20 36/7-7 36/5-10 36/4-12 36/9-8 36/9-18 36/5-14750 798 36/9-10 36/5-10 36/5-16 36/5-16 36/7-6 36/5-9 36/5-14 36/9-7 36/9-14 36/5-12802 854 36/7-7 36/5-8 36/5-14 36/5-14 36/9-7 36/9-14 36/5-12 36/11-8 36/7-10 36/7-14859 914 36/9-8 36/5-8 36/5-12 36/4-10 36/9-6 36/9-12 36/5-11 36/11-7 36/9-12 36/7-12919 977 36/9-7 36/5-7 36/5-10 36/5-10 36/9-5 36/9-10 36/5-9 36/11-6 36/9-10 36/9-14983 1046 36/9-6 36/7-8 36/5-8 36/5-10 36/11-6 36/7-7 36/5-8 36/7-7 36/7-10

1126 1197 36/11-5 36/9-8 36/5-7 36/7-10 36/9-7 36/5-6 36/9-7 36/9-101289 1371 36/9-6 36/7-7 36/7-8 36/9-5 36/9-8 36/11-6 36/9-71475 1570 36/9-7 36/9-8 36/9-6 36/11-71689 1797 36/9-5 36/9-6 36/9-5






SASD (seismic)


169 180 36/3-72 36/3-72 36/3-72 36/3-72 36/3-57 36/3-72 36/4-72 36/4-48 36/4-72 36/4-72181 193 36/3-60 36/3-72 36/3-72 36/3-72 36/3-48 36/3-72 36/4-72 36/4-48 36/4-72 36/4-72194 206 36/3-48 36/3-72 36/3-72 36/3-72 36/3-42 36/3-72 36/4-72 36/4-42 36/4-72 36/4-72207 221 36/3-42 36/3-72 36/3-72 36/3-72 36/3-36 36/3-72 36/4-72 36/4-36 36/4-72 36/4-72222 236 36/3-36 36/3-72 36/3-72 36/3-72 36/3-30 36/3-63 36/4-72 36/4-30 36/4-60 36/4-72237 253 36/3-30 36/3-60 36/3-72 36/3-72 36/3-24 36/3-54 36/4-72 36/4-30 36/4-60 36/4-72254 270 36/3-30 36/3-48 36/3-72 36/3-72 36/3-21 36/3-45 36/4-72 36/4-24 36/4-48 36/4-72272 289 36/3-24 36/3-48 36/3-72 36/3-72 36/3-20 36/3-39 36/4-72 36/4-20 36/4-42 36/4-60291 309 36/3-20 36/3-42 36/3-60 36/3-72 36/3-16 36/3-33 36/4-69 36/4-20 36/4-36 36/4-60311 331 36/3-18 36/3-36 36/3-48 36/3-60 36/3-14 36/3-27 36/4-57 36/4-18 36/4-36 36/4-48333 354 36/3-16 36/3-30 36/3-48 36/3-48 36/3-12 36/3-24 36/4-51 36/4-16 36/4-30 36/4-42356 379 36/4-18 36/3-24 36/3-36 36/3-42 36/4-15 36/3-21 36/4-45 36/4-14 36/4-24 36/4-36381 406 36/4-16 36/3-20 36/3-36 36/3-36 36/4-12 36/3-18 36/4-39 36/4-12 36/4-24 36/4-30408 434 36/4-14 36/3-20 36/3-30 36/3-30 36/5-15 36/3-15 36/4-33 36/5-14 36/4-20 36/4-30437 464 36/5-16 36/3-16 36/3-24 36/3-24 36/5-12 36/4-18 36/4-30 36/5-12 36/4-18 36/4-24467 497 36/5-14 36/4-20 36/3-20 36/3-24 36/4-9 36/4-16 36/4-24 36/9-18 36/4-16 36/4-24500 532 36/4-10 36/4-16 36/3-18 36/3-20 36/5-10 36/4-15 36/4-21 36/9-14 36/4-14 36/4-20535 569 36/5-10 36/4-14 36/3-16 36/3-18 36/5-9 36/4-12 36/4-20 36/7-10 36/5-16 36/4-18572 609 36/5-10 36/5-16 36/4-20 36/4-20 36/5-8 36/5-14 36/4-18 36/9-12 36/5-14 36/4-16612 651 36/5-8 36/4-12 36/4-16 36/4-18 36/5-7 36/5-12 36/4-15 36/9-10 36/5-12 36/4-14655 697 36/9-12 36/4-10 36/4-14 36/4-16 36/5-6 36/5-11 36/4-14 36/9-8 36/9-18 36/5-16701 746 36/9-10 36/5-12 36/5-16 36/4-14 36/9-9 36/5-9 36/4-12 36/9-8 36/9-16 36/5-14750 798 36/7-7 36/5-10 36/4-12 36/5-16 36/9-7 36/5-8 36/5-14 36/9-7 36/9-14 36/5-12802 854 36/9-8 36/5-8 36/4-10 36/5-14 36/9-7 36/5-7 36/5-12 36/9-6 36/9-12 36/7-14859 914 36/9-7 36/5-8 36/5-12 36/5-12 36/9-6 36/5-6 36/5-10 36/11-6 36/9-10 36/9-16919 977 36/5-7 36/5-10 36/5-10 36/9-10 36/5-9 36/9-8 36/9-14

1052 1119 36/7-7 36/5-8 36/5-8 36/7-6 36/9-12 36/9-7 36/9-101204 1281 36/9-10 36/9-10 36/9-9 36/9-81379 1467 36/9-8 36/7-7 36/9-7 36/11-81579 1679 36/9-6 36/11-8 36/9-5 36/11-6









SASD (seismic)


138 147 36/3-72 36/3-72 36/3-120 36/3-120 36/3-72 36/3-72 36/4-72 36/4-72 36/4-72 36/4-72148 157 36/3-72 36/3-72 36/3-72 36/3-72 36/3-66 36/3-72 36/4-72 36/4-60 36/4-72 36/4-72158 168 36/3-72 36/3-72 36/3-72 36/3-72 36/3-57 36/3-72 36/4-72 36/4-60 36/4-72 36/4-72169 180 36/3-60 36/3-72 36/3-72 36/3-72 36/3-51 36/3-72 36/4-72 36/4-48 36/4-72 36/4-72181 193 36/3-48 36/3-72 36/3-72 36/3-72 36/3-42 36/3-72 36/4-72 36/4-42 36/4-72 36/4-72194 206 36/3-48 36/3-72 36/3-72 36/3-72 36/3-36 36/3-72 36/4-72 36/4-36 36/4-72 36/4-72207 221 36/3-42 36/3-72 36/3-72 36/3-72 36/3-33 36/3-63 36/4-72 36/4-36 36/4-72 36/4-72222 236 36/3-36 36/3-60 36/3-72 36/3-72 36/3-27 36/3-57 36/4-72 36/4-30 36/4-60 36/4-72237 253 36/3-30 36/3-48 36/3-72 36/3-72 36/3-24 36/3-48 36/4-72 36/4-24 36/4-48 36/4-72254 270 36/3-24 36/3-48 36/3-72 36/3-72 36/3-21 36/3-42 36/4-72 36/4-24 36/4-48 36/4-60272 289 36/3-24 36/3-42 36/3-60 36/3-72 36/3-18 36/3-36 36/4-69 36/4-20 36/4-42 36/4-60291 309 36/3-20 36/3-36 36/3-48 36/3-60 36/3-16 36/3-30 36/4-60 36/4-18 36/4-36 36/4-48311 331 36/3-18 36/3-30 36/3-48 36/3-48 36/3-14 36/3-27 36/4-51 36/4-16 36/4-30 36/4-48333 354 36/3-16 36/3-24 36/3-42 36/3-48 36/3-12 36/3-24 36/4-45 36/4-14 36/4-30 36/4-42356 379 36/4-18 36/3-24 36/3-36 36/3-42 36/4-14 36/3-21 36/4-39 36/5-16 36/4-24 36/4-36381 406 36/4-16 36/3-20 36/3-30 36/3-36 36/4-12 36/3-18 36/4-36 36/4-12 36/4-20 36/4-30408 434 36/4-14 36/3-18 36/3-24 36/3-30 36/5-14 36/4-21 36/4-30 36/5-12 36/4-20 36/4-30437 464 36/4-12 36/3-16 36/3-24 36/3-24 36/4-10 36/4-18 36/4-27 36/9-18 36/4-18 36/4-24467 497 36/4-10 36/4-18 36/3-20 36/3-24 36/5-11 36/4-16 36/4-24 36/9-16 36/4-16 36/4-20500 532 36/5-12 36/4-16 36/3-18 36/3-20 36/5-10 36/4-14 36/4-21 36/9-14 36/4-14 36/4-20535 569 36/5-10 36/4-14 36/3-16 36/3-16 36/5-8 36/4-12 36/4-18 36/7-10 36/5-16 36/4-18572 609 36/9-14 36/5-16 36/4-18 36/4-20 36/5-7 36/5-14 36/4-17 36/9-10 36/5-14 36/4-16612 651 36/5-8 36/5-14 36/4-16 36/4-18 36/5-6 36/5-12 36/4-15 36/9-10 36/5-12 36/5-18655 697 36/5-7 36/4-10 36/4-14 36/4-16 36/9-9 36/5-11 36/4-13 36/9-8 36/9-16 36/5-16701 746 36/9-10 36/5-10 36/5-16 36/4-14 36/7-6 36/5-9 36/4-12 36/9-7 36/9-14 36/5-14750 798 36/5-10 36/5-14 36/5-16 36/7-10 36/5-12 36/7-10 36/5-12859 914 36/9-12 36/5-10 36/5-12 36/5-6 36/5-9 36/9-10 36/7-12983 1046 36/9-14 36/9-14 36/5-8 36/9-12

1126 1197 36/9-10 36/9-12 36/9-10 36/9-81289 1371 36/7-7 36/7-7 36/9-7 36/9-7

*Please refer to footnotes listed below.

1 SASD (seismic)valuescalculatedbyusingasafetyfactor(Ω)of2.50forseismicloads.ForSLRFD (seismic), multiply SASD (seismic)by2.50andthenbyaresistancefactor(Φ)of 0.65. For SLSD (seismic), multiply SASD (seismic)by2.50andthenbyaresistancefactor(Φ)of0.60.DiaphragmshearstiffnessshouldbecalculatedseparatelyperSection 1.1.8.

2 SASD (wind)valuescalculatedbyusingasafetyfactor(Ω)of2.35forseismicloads.ForSLRFD (wind), multiply SASD (wind)by2.35andthenbyaresistancefactor(Φ)of0.70. For SLSD (wind), multiply SASD (wind)by2.35andthenbyaresistancefactor(Φ)of0.65.Diaphragmshearstiffnessshouldbecalculatedseparatelyper Section 1.1.8.

3 Tabulated fastening patterns apply to standard (Fy≥33ksi;Fu≥45ksi)orhighstrength(Fy≥80ksi;Fu≥92ksi)1-1/2"deep,6"center-to-centertypesBandBIsteel deck. Panel buckling has been checked.

4 At diaphragm perimeter, Hilti powder-actuated frame fasteners should be spaced at identical spacing as sidelap connectors.5 Interpolation of diaphragm shear strength values is allowed between span dimensions, sidelap spacings and deck gauge. Alternatively, use calculations as

discussed in Section 1.1.8 to determine diaphragm shear capacities directly.6 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

sidelap connector.7 For 16 gauge steel deck or for high tensile strength (Fu > 65 ksi) 18 gauge steel deck, use S-SLC 02 M HWH. For more information on Hilti Sidelap Connectors

refer to Section 1.5.8 FordiaphragmshearloadvaluesusingHilti#10HWHscrews,usetheHiltiProfisDFDiaphragmsoftwareorcontactHiltiat877-749-6337ordeck@hilti.com.9 AdditionaldiaphragmfasteningpatternsandoptimizedattachmentoptionscanbedevelopedfromHiltiProfisDFDiaphragmSoftware.ContactHiltiTechnical

Servicesorfindmoreinformationatwww.us.hilti.com/decking(USA)orwww.hilti.ca/decking(Canada).10 For 36/9 or 36/11 patterns, please see footnote 2 of Table 10 (page 19).


X-HVB Shear Connector 1.7


The Hilti X-HVB Shear Connector is a mechanically attached shear transfer device for use in composite beam construction with steel beams and concrete slabs as an alternate to welded studs.

Product features

• Ductileconnections• Minimaldamagetocoatings• Fastandsimpleinstallation• Installinvirtuallyanyweather• Noelectricalpowersourcerequired

Guide specification

Shear connector: Shear connectors shall be one piece formed steel with zinc plating in accordance with ASTM B633 SC 1 Type III. Connectors shall be Hilti X-HVB as supplied by Hilti Inc.

Installation: Shear connectors shall be installed using Hilti X-ENP-21 HVB powder-actuated fasteners in accordance with manufacturer’s recommendation. (Note: Do not use X-ENP-19 L15.)


1.7.2 Material SpecificationX-HVB: Carbon Steel with Fu = 39,000 psi Zinc plated for corrosion resistance in accordance with ASTM B633, SC 1, Type III. Reference Section 2.3.3.1 of Hilti North American Product Technical Guide Volume 1: Direct Fastening for more information.




1.7.4 Connector Positioning


Product selection and performance in concrete over metal deck composite floor slabs3

X-HVBconnector

Connectorheight, Hsin. (mm)

Minimum slabthickness, Ycon

in. (mm)

Maximum rib height, hrin. (mm)

wr /hr≥1.8wr /hr < 1.8

Nominalshear strength1, Qn

lb (kN)

Allowableshear strength2, q

lb (kN)

X-HVB803-1/8 3-11/16 1-3/4 1-3/4 6294 3147(80) (93) (45) (45) (28.0) (14.0)

X-HVB953-3/4 4-1/4 2-3/8 2-1/4

7868(35.0)

3934(17.5)

(95) (108) (60) (57)

X-HVB1104-5/16 4-13/16 2-15/16 2-5/8(110) (123) (75) (66)

X-HVB1254-15/16 5-7/16 3-1/8 2-15/16

(125) (138) (80) (75)

X-HVB1405-1/2 6 3-1/8 3-1/8(140) (152) (80) (80)

1 Nominal shear strength to be used for designs per AISC-LRFD and unfactored shear resistance per AISC design formulas.2 Allowable shear strength to be used for designs per AISC-ASD.3 Tabulated load values based upon installation in base steel greater than or equal to 5/16".



1.7 X-HVB Shear Connector


Connector placement along the beams

The ductile performance of the Hilti X-HVB Shear Connector allows distribution of the calculated required number of X-HVB’s uniformly between the points of zero and maximum moment.

Point loads

Application of large point loads causes abrupt changes in shear. To avoid excessive slip, additional X-HVB connectors may be necessary between the point load and the support.

Partial shear connection

AISC-LRFD and AISC-ASD both require that the capacity of the installed shear connectors must be no less than 25% of the calculated shear load for full composite design. This requirement is applicable, independent of whether welded studs or X-HVB’s are used for the shear connection.

Deflections

Beam deflections are computed by conventional elastic formulas. For beams with partial shear connection, deflections may be estimated by using the following formula for the effective moment of inertia:

Ieff = Is + n x ( l t r – ls )ls = moment of inertia of steel sectionn = connection fractionl tr = moment of inertia with 100% connection

Continuous beams

Hilti X-HVB Shear Connectors are also suitable for use in continuous composite beams. The connectors are distributed uniformly between the point of zero moment and the point of maximum moment.

To obtain access to Hilti’s BDES Composite Design Software, which designs and analyzes composite and non-composite beams using Hilti X-HVB Shear Connectors under distributed and point loads in accordance with AISC LRFD, contact Hilti Technical Support at 1-877-749-6337.

Condition Rg

w r ≥1.5 1.00hr

w r < 1.5 0.851

hr

1 For a single shear connector.

Strength reduction factors for concrete over metal deck composite floor slabs

Ribs perpendicular to the beam Ribs parallel to the beam

Number of X-HVB's in One Rib Rg

1 1.00

2 0.85

≥3 0.70


X-HVB Shear Connector 1.7


1.7.4 Connector Positioning


Connector positioning (metal decking ribs transverse to beam)

40≥1-9/16" 40≥1-9/16"= =

Wr ≥1-9/16"

= =

Wr ≥1-9/16"

d

50≥2" 4 d or 600

100≤4Ycon or 24"

≥4"

Y con

100 100

> 100

≥4" ≥4" 50

51

50≥2" ≥2"

≤2"> 4"

1. One to three X-HVB’s per rib. 2. X-HVB’s transverse or parallel to beam.

3. With one X-HVB per rib, the leg may be either centered in the rib or positioned to give a 1-9/16" (40 mm) clearance to the side of the rib.

4. With two or three X-HVB’s per rib, the legs may be either centered in the rib or alternated about the center.

Connector positioning (ribs parallel to beam and solid slabs)

5a. Spacing along the ribs (2" and 3" U.S.compositefloordeckprofiles)

6. If the decking has a stiffener in the rib bottom, position the X-HVB’s against the stiffener.

X-HVB’s may be placed with zero clearance to edge of flange.

5b. Spacings along the ribs (other deckingprofiles) Minimumspacing≥2"(50mm),howeverfordeckingprofileswith: wr /m < 0.7 and wr/hr < 1.8, the minimum spacing is increased from 2" to 4" (50 to 100 mm). m = spacing of ribs

X-HVB Shear Connectors*Description Qty/PkgX-HVB80 250X-HVB95 250X-HVB110 250X-HVB125 200

Setting Equipment for X-HVB Shear Connectors

DescriptionDX-76X-76-F-HVB BaseplateX-76-P-HVB PistonX-76-PS Stop Ring

* X-HVB shear connectors must be fastened with the X-76-F-HVB fastener guide, the X-76-P-HVB piston and the X-ENP-21 HVB fastener.

PTG Decking Supplement 2013

Notes

64 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2014

Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I PTG Decking Supplement 2014


BAR JOIST FASTENING SYSTEMS

DX 860-HSN

• Powderactuatedtoolwithahighfasteningratewhichcanhelpsignificantlyreducethetimeittakestoattachdeck

• Notouch-upworkrequired—perfectforfasteningpaintedorgalvanizeddecksurfaces

• Magazinefor40continuousfastenings—upto1000fasteningsperhour• Uniquepiston/brakesystemhelpspreventthefastenerfrompunchingthrough

thedeck• Fasteningscanbemadeevenonverythinsupportingstructureswithoutthe

needforweldwashers

DX 460-SM

• Fullyautomatedhand-heldtoolformiscellaneousfasteningsonsteelthicknessesof3/16"andthicker,suchasprofilemetalsheetsonbarjoists.

STRUCTURAL STEEL FASTENING SYSTEMS

DX 860-ENP-L• Fullyautomatictoolfastensupto1000fasteningsperhour• 40-cartridgeand40-fastenercapacityminimizesloadingtimeandincreases

productivity• Built-in,adjustablepowerregulatorforoptimalcontrolinachievingreliable

fastenings• Cartridgeandfastenermagazinecanbeloadedfromthetopwithouthavingto

bendover• UseOnDemandprogramtomeetyourprojectneedsDX 76• Powerregulatorforoptimalcontroltoachievereliablefasteningsacrossabroad

applicationrange• Magazinefastenersandboostershelpincreaseoperatingspeedandreducethe

numberofwastedfasteners• Fastenerguideoptionsallowforcustomizingthetooltothejob

DECK SIDELAPS FASTENING SYSTEMS

ST 1800 and SDT 5

• SDT5magazineholds50collatedsidelapconnectorsfordecksidelapapplicationswhereproductivityisessential

• Twohandledesignandlowvibrationgripprovidegreateroperatorcomfortandlessfatigue

• Arangeoffastenersforsidelapsandfordecktothinbarjoist

• Adjustabletorquecontrolforimprovedsidelapconnectorperformance• Heavydutydesignhelpsensurelongertoollife

• RotatablenosepieceofSDT5allowsforeasyaccessintomostdeckprofilesfromavarietyofpositions

• Electronicallycontrolled,variablespeedscrewdriverwithclawclutchforeasierfastenerstarts

• Quickandeasyjamreleasemechanism

*ISO14001USOnly

P.O.Box21148,Tulsa,OK74121•Hilti,Inc.(US)1-800-879-8000www.us.hilti.com•ServicioalClienteenespañol1-800-879-5000•Hilti(Canada)Corporation1-800-363-4458www.hilti.ca•HiltiisanequalopportunityemployerHiltiisaregisteredtrademarkofHilti,Corp.©Copyright2014byHilti,Inc.•H268•3445389•10/14BBThedatacontainedinthisliteraturewascurrentasofthedateofpublication.Updatesandchangesmaybemadebasedonlatertesting.Ifverificationisneededthatthedataisstillcurrent,pleasecontacttheHiltiTechnicalSupportSpecialistsat1-800-879-8000.AllpublishedloadvaluescontainedinthisliteraturerepresenttheresultsoftestingbyHiltiortestorganizations.Localbasematerialswereused.Becauseofvariationsinmaterials,on-sitetestingisnecessarytodetermineperformanceatanyspecificsite.Laserbeamsrepresentedbyredlinesinthispublication.PrintedintheUnitedStates

Hilti. Outperform. Outlast.

steel deck fastening systems - hilti...hilti steel deck fastening systems have been extensively...

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