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Please add relevant logo here Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by a third party and is not funded by WoodWorks or the So=wood Lumber Board. Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES

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Page 1: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by

Pleaseaddrelevantlogohere

WoodworksPresenta.on

PresentedbyNormanScheel,P.E.,S.E.,SECB,F.SEAOC,F.ASCE,LEEDAPBD+C,LEEDAPHOMES

Disclaimer:Thispresenta1onwasdevelopedbyathirdpartyandisnotfundedbyWoodWorksortheSo=woodLumberBoard.

WoodworksPresenta.on

PresentedbyNormanScheel,P.E.,S.E.,SECB,F.SEAOC,F.ASCE,LEEDAPBD+C,LEEDAPHOMES

Page 2: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by

“TheWoodProductsCouncil”isaRegisteredProviderwithTheAmericanInsKtuteofArchitectsConKnuingEducaKonSystems(AIA/CES),Provider#G516.Credit(s)earnedoncompleKonofthiscoursewillbereportedtoAIACESforAIAmembers.CerKficatesofCompleKonforbothAIAmembersandnon-AIAmembersareavailableuponrequest.

ThiscourseisregisteredwithAIACESforconKnuingprofessionaleducaKon.Assuch,itdoesnotincludecontentthatmaybedeemedorconstruedtobeanapprovalorendorsementbytheAIAofanymaterialofconstrucKonoranymethodormannerofhandling,using,distribuKng,ordealinginanymaterialorproduct.__________________________________

QuesKonsrelatedtospecificmaterials,methods,andserviceswillbeaddressedattheconclusionofthispresentaKon.

Page 3: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by

CourseDescrip.on

ThiscourseisintendedforengineersandarchitectswhospecifymetalplatedwoodtrussesforuseincommercialandmulK-familybuildingprojects.Metalplateconnectedwoodtrusses(MPCWT)havelongbeenusedasacosteffecKvemethodtoachievelongspansinroofandfloorapplicaKons.ThispresentaKonwillcoversharedresponsibiliKesbetweenthedesignprofessionalofrecordandthetrussdesigner:theproperspecificaKonofdesignloads,includingexamplesoftrussesusedasdiaphragmchords,andshopdrawingreviews.Bracing,largecanKlevers,over-framing,secKonaltrusses,andsheartransferscenarioswillalsobediscussed.

Page 4: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by

LearningObjec.ves

1.Reviewthestandard-of-pracKceforsharedresponsibilityoftrussdesignbetweenthedesignprofessionalofrecord,responsibleforthebuildingasawhole,andthetrussmanufactureranddesignerprovidingstructuralcomponentsusedinthebuilding.2.OutlinecriKcalandusefulinformaKontoincludeinbuildingconstrucKondocumentstoimprovetrussmanufacturersabilitytodeliverhighperformingcomponents.3.OverviewhowtoreadtrussshopdrawingstoverifyconformancewiththeintendedspecificaKons.4.ExaminedifferentconfiguraKonsandtrussdetailstodemonstratehowmetalplateconnectedwoodtrussescanmeettheneedsofavarietyofbuildingprojects.

Page 5: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by

A<endeeBreakdown

Engineers50%

Architects30%

BuildingOfficials&Others20%

Page 6: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by

•  DesignResponsibili.es

•  DesignLoads•  Ver.calLoads•  LateralLoads(wind&seismic)

•  Sheartransfer(collectors)•  Chords

•  Bracing•  Webs•  Chords(T.C.&B.C.)•  Overframing•  Sec.onalTrusses•  GableEndBracing

•  ShopDrawings•  Layouts•  TrussDrawings

•  SpecialUses•  TrussMyths

CourseOutline

Page 7: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by

DesignResponsibili.es

Page 8: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by

Construc.

on

Documents

CodeDefinedTerms

Contractor

TrussDesignDrawing

TrussDesignEngineer

TrussDesigner

RegisteredDesignProfessional

TrussManufacturer

TrussPlacementDiagram

TrussSubmi<alPackage DeferredSubmi<als

IndicatesLicensedPersons

* *

*

*

Page 9: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by

SimplifyTheProcess

Page 10: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by
Page 11: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by
Page 12: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by

•  LoadsappliedtoTrusses

•  TrussReac.ons

ImportantforEORReview

•  GableEndBracing

•  EndWallBracing

•  PermanentWebBracingRestraint

•  UpliWConnec.ons

•  LateralLoadConnec.onstoTopPlates

•  TrussHangerstoGirders

•  TrussHangerstoBeams

•  GirdertoGirderHangers

•  Overframing&TopChordBracing

Page 13: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by

References

SeeIBC/CBCSecKon2303.4forCodeRequirements

pertainingtoWoodTrusses.

Page 14: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by

References

Page 15: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by

References

Page 16: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by

References

SeeTPI1-2007,Chapter2forDesignResponsibiliKespertainingtoWoodTrusses.

Page 17: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by

References

Page 18: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by

References

Page 19: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by

References

Page 20: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by

References

Page 21: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by

References

Page 22: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by

DesignLoads Ver.cal

Page 23: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by

SimpleCase

EasyenoughStaKcallyDeterminate

Page 24: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by

WARNING:DoNotUsePinnedReac.ons

FORCE

MOVEMENT

0.85#

2508#

Page 25: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by
Page 26: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by
Page 27: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by

Addinteriorbearings,notsosimple.Ifdesigned,supportswillbeatajoint.

SimpleCase

Page 28: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by

Addinteriorbearings,notsosimple.Ifnotdesigned,supportsmaybeinthemiddleofpanelsornearajoint.

SimpleCase

Page 29: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by

PreliminaryDesign

Max.Span=60’

Min.Depth(in.)=Span(W.)–10

FlatTrusses

Examples:

40’span,min.30”deepaverage

50’span,min.40”deepaverage

60’span,min.50”deepaverage

SlopingFlatshaveheelheightover21”

Page 30: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by

PreliminaryDesign(Cont.)

GableTrusses

Min.Slopes:

40’for3/12

50’for4/12

60’for5/12(cap)

Page 31: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by

Es.ma.ngDeflec.ons&InteriorReac.ons

TreatasBearing–

UseMomentofIner.a(I)foreffec.vedepthfordeflec.on

Page 32: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by

Calcula.onforMomentofIner.a(I)

Page 33: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by

Calcula.onforMomentofIner.a(I)cont.

Page 34: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by

FlatTruss

Dbl.Howe(4/12pitch)Truss

Dbl.Howe(6/12pitch)Truss

Page 35: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by

Deflec.onvs.LoadGraph0 1.580 0.800 0.410 4166 8333

500 1.180 0.680 0.3501000 0.780 0.560 0.2901500 0.390 0.440 0.2302000 0.070 0.320 0.200

1250

K=STIFFNESS (LBS./IN.)

DBL. HOWE TRUSS (4/12)

DBL. HOWE TRUSS (6/12) FLAT TRUSS

DL+LL DEFLECTION (IN.)

LOAD (LBS.) DBL. HOWE TRUSS (6/12) FLAT TRUSS DBL. HOWE

TRUSS (4/12)

DEFLECTION VS. LOAD

1.580

1.180

0.780

0.390

0.070

0.800

0.680

0.560

0.440

0.320

0.4100.350

0.2900.230 0.200

0.000

0.200

0.400

0.600

0.800

1.000

1.200

1.400

1.600

1.800

0 500 1000 1500 2000

CONCENTRATED LOAD (LBS.)

DEF

LEC

TIO

N (L

L +

DL)

Flat Truss Dbl. Howe Truss (4/12 Pitch) Dbl. Howe Truss (6/12 Pitch)

Page 36: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by

ForGableTruss,usesameasFlatTrussanduse0.8overalleffec.vedepth

Example:

40’span,4/12pitch

0.8xdepth=0.8x4x20=64”

Page 37: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by

Resultsarewithin10%forDeflec.onsandReac.ons.ThisisOKforPreliminaryDesign.

Reasons:

•  Deflec.onsaresmall

•  BeamReac.onsareapproximateifTrussiscon.nuous

Page 38: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by

CODEREQUIREMENTS

Page 39: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by

OldvsNewCodeLoading

Page 40: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by

1.22.848

-0.48.4815

0.587.5814

1.46.6813

2.06.0812

2.05.0711

1.84.2610

1.53.559

0.82.237

0.41.626-0.21.215-0.80.804

DifferenceDeadLoadSlopeIncrease(14PSF)

LiveLoadDecrease

Slope/12

Page 41: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by

2006 IBC

MinimumRoofLiveLoads(TributaryAreaReduc.on)

2012IBC

Page 42: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by

DesignLoads Lateral

Page 43: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by
Page 44: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by

SimpleCollectorTruss

Page 45: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by

ComplicatedCollectorTruss

Page 46: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by

ShearTransfertoCenterCollectorTruss

Page 47: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by
Page 48: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by
Page 49: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by
Page 50: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by
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BRAINBREAK

Page 52: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by

TrussHistory

Page 53: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by
Page 54: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by
Page 55: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by
Page 56: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by
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Page 59: Woodworks Presenta · Woodworks Presenta.on Presented by Norman Scheel, P.E., S.E., SECB, F.SEAOC, F.ASCE, LEED AP BD+C, LEED AP HOMES Disclaimer: This presenta1on was developed by
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ATRIBUTETOCEASER

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NowBacktoSeriousStuff

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Pre-EngineeredGangNailTrusses

ShearTransferPerpendiculartoTrusses

BlockingDetails

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Pre-EngineeredGangNailTrussesFramingDetails

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Bracing

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ShopDrawings

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TrussMyths

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TrussMyths

•  Thetrusscompanyhandleseverythingfromthetopplateup.

•  Beamsbelowtrussesprovidetheinfinitelyrigidsupportasmodeledinthecomputeranalysis.

•  Axialforcesintrussmembersareatthemembercenterlines.

•  Thepin/rollermodeledinthecomputerisaccurate.

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TrussMyths

•  Trussjointsareall“pin”connected.

•  Theengineerwhosealedthetrussdrawingshasseentheplans.

•  Thedesignprofessionalwillincorporatethetrussdesignsintothebuildingdesign.

•  Ifinteriorwallstouchthebo<omchorditwilloverstressthemembers.

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TrussMyths

•  Collectortrusses(sheartransfertrusses)atthegableendneedtobestructural(withwebinsteadofver.calsonly)ifthetrusshasheelsateachend.

•  Scissortrussesimposelateralloadsontheexteriorwallsattheheels.

•  Alevelreturnwillsupporttheendofalongoverhang.

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BRAINBREAK

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SpecialUses

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102

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103

Six-Sided Roof

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HorizontalThrust&TensionCalcsforOctagon

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HorizontalThrust&TensionCalcsforOctagon

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14

Applications

§ Concrete forming

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68

Completed Arch Wall

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69

Arch Truss Setup

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70

Arch Truss Swing

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71

Arch Walls

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76

Arch Vault Section

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77

Arched Girder Framing

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78

Section Set

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85

Vaulted Trusses

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86

Girder-to-Girder

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104

Compression Ring

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12

Applications

§ Agricultural structures

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Ques.ons?ThisconcludesTheAmericanInsKtuteofArchitectsConKnuingEducaKonSystemsCourse

[email protected]

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REFERENCESTRUSSDETAILS

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