Mitek WET SERIES User Manual

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Summary of Contents

Page 1 - May 2012

Engineering Manufacturer Defaults 7.35May 2012MiTek Industries, Inc.Eng. Manuf. Defaults 7.35Date 5/16/2012Page 1

Page 2

Basics Heel Ht – This is the vertical height, at the end of the bottom chord, measured from the bottom edge of the General Information (cont)bottom ch

Page 3

Detail Method Defaults (cont)Webbing Direction – (continues)Outside In - Begins webbing from the left or right ends to the ()Outs deeg s ebb g o t e e

Page 4 - General Information

Detail Method Defaults (cont)Strongback Verticals for Warren Webbing()3 Web Joint on:Top – All strongback vertical 3 web joints will be placed at the

Page 5

Plate Options (cont)p()Plating Options may be setup for roof and floor trussesPlate for handling: Instructs the program to analyze each truss and trus

Page 6

Plate Options (cont)p()Allow the use of overhang for plating: Allows for the plate to extend into the overhang.Include non stock plates in plate edito

Page 7

Plate Options (cont)Inset heel plates: Allows the user to move the plate the specified distance. This option was to be p()used for trusses installed i

Page 8

Plate Options (cont)Non structural members: This option governs the plating of members that are nonstructural; p()i.e. those that are not part of the

Page 9

Plate Options (cont)Split heel plate before changing gauge: On some shallow sloped trusses the program may p()require an exceptionally long length of

Page 10 - General Information (cont)

Plate Options (cont)To reduce critical joints, try to limit JSI below: Defined as the ratio of the applied force p()to the allowable force for all pla

Page 11

Plate Options (cont)TPI QC plate rotational tolerance (degrees): Controls the maximum rotation the program p()may use when plating a joint.Max plate l

Page 12

Plate Options (cont)Sq In Saved Before Using Non-Centered Plate: This option specifies the amount of p()Square Inches that must be saved before a Non-

Page 13

Basics Seat Cut – The size of the horizontal bearing cut on a scissor bottom chord. General Information (cont)Brg Size – The horizontal dimension of t

Page 14

Plate Options (cont)Allow custom joint centers and plate locations: Can be found under Setup / p()Manufacturer / Plate Options. Check the Advanced che

Page 15

Plate Options (cont)Add hinge shear plate on BEH18A and BEH18D joints : On these hinge joint types, p()when the upper chord is wider than the lower ch

Page 16

Plate Options (cont)Allow perimeter violations: This option allows plates to extend into an attic room, a chase, or p()outside the profile of the trus

Page 17

Plate Options (cont)Use minimum plate size for all joints on truss(es): Allows the user to specify the truss p()type and the smallest plate to be used

Page 18 - Turb-O-Web - Activation

Plate Options (cont)JackRabbiT: This option allows the user to specify plating information used by the p()JackRabbit coil-fed assembly machineUse Jack

Page 19

Plate Options (cont)Use plate to increase bearing capacity (TPI2007): When manually modify a plate in the p()program to be within 1/4” of the bearing,

Page 20 - Turb-O-Web - Inventory

Advanced PlatinggOverviewFrom Setup > Manufacturer > Plate Options the user can control the following optionsgp• Joint Types9Select plate type,

Page 21 - Turb-O-Web - Inventory (cont)

Advanced PlatinggPlating Joint Types – Min Plates and Bites TabUse the Joint/Plate Nomenclature Keys to understand the joint types.After selecting a j

Page 22

Advanced Plating gPlating Joint Types – Orientation TabAllow Unsymmetric Plating – by checking the box the user will allow unsymmetric plating onbox,

Page 23 - Turb-O-Web - Cutting Options

Advanced Plating gPlating Joint Types – Plate Preferences TabPlate Types (gage) Sequence – Prioritize plate types usage for selected joint typetypes u

Page 24 - Turb-O-Web - Optimization

Basics Truss Application - Roof:General Information (cont)When set to Roof, allows the user to specify all Basic window settings for roof trusses. For

Page 25 - Turb-O-Web - Cut All Specials

Advanced Plating gPlating Joint Types – Perimeter Violations TabPerimeter Violations – Allow plates to violate the border of the truss for selected jo

Page 26 - Occupancy Categories

Advanced Plating gMin. PlatesMinimum Plate Group - Select group from the drop down listdown list. Joint Types - Lists all available joint types for se

Page 27 - Building Code List

Advanced Plating gMin. Plates (cont)Delete Span – Remove s only custom span ranges added by the user A span must be highlighted to deleteadded by the

Page 28 - Sheathing/Purlin Spacing

Advanced Plating gMin. BitesMinimum Bite Group - Select group from the drop down listdown list. Joint Types - Lists the available joint types for the

Page 29 - Sheath Truss

Advanced Plating gMin. Bites (cont)Delete Span – Removes only custom span ranges added by the user. A span must be highlighted to deleteyp ggCopy Grou

Page 30 - Sheath Truss (cont)

Advanced Plating gCustom Joint SettingsBy checking joint types, in the Applied To column, a user will allow the program to plate selected joints asuse

Page 31 - Design Method

Hanger OptionsgpThe Hanger Options screen in MiTek Engineering has been moved.has been moved.The previous way to access Hanger Options screen in MiTek

Page 32 - Design Method (cont)

Hanger OptionsgpTruss to TrussThe Hanger Options dialog allows the user to determine how hangers will be used on trusses. Automatically Calculate Han

Page 33

Hanger OptionsThe Hanger Options dialog allows the user to determine how hangers will be used. gpTruss to WallAutomatically Calculate Hangers: The pr

Page 34 - Fixities

Hanger OptionsgpHanger ColorsAllows the user to customize hanger display colors. Click the dropdown arrow and choose a color.See next page for Hanger

Page 35 - Fixities (cont)

Basics Truss Application - Roof:General Information (cont)When set to Roof, allows the user to also specify all Basic window settings for Girder Truss

Page 36

Hanger OptionsgpHanger Color (cont)The Hanger Colors screen in MiTek Engineering is equivalent to a function of the Item Master screen in SAPPHIRE™ Ma

Page 37

Standard NotesEngineering Drawing NotesInitially, this dialog box will be blank. Et t t h f thEnter your own text, or choose from the default notes li

Page 38 - Lumber Continuity

Standard NotesShop Drawing NotesInitially, this dialog box will be blank. Et t t h f thEnter your own text, or choose from the default notes list. If

Page 39

Company InfopyThe Company Info dialog box contains the name, address, telephone number and other information about your truss plant. Enter the informa

Page 40 - Deflection

MaterialsGetting StartedThis section explains the similarities and differences between the current MiTek Engineering ScreenGroups SetupSAPPHIRE Materi

Page 41 - Deflection (cont)

MaterialsGetting Started (cont)The following table lists common tasks and the screen on which these tasks Table 2: Common Task Starting PointsTask Sta

Page 42 - Bearing Design Options

MaterialsGroup Settings – Material ListThe Groups Setup screen in MiTek Engineering is equivalent to the Material List screen in SAPPHIRE Materials. F

Page 43 - Bearing Design Options (cont)

MaterialsGroup Settings ComparisonFigure 3: Screen Comparison, Groups Setup to Material List810116134567825912489101113621012471. Master Inventory lis

Page 44 - Gusset Repair Options

MaterialsGroup Settings Comparison (cont)Each tab in the Groups Setup screen in Engineering matches an Application Category in SAPPHIRE™ Materials.Fig

Page 45 - Nails/Screws/Bolts

MaterialsMaterial Categories ComparisonFigure 7: Item Master Screen in SAPPHIRE Materials21312321. Master Inventory list2. Filters3. Add and Remove bu

Page 46

Basics Truss Application - Attic:General Information (cont)When set to Attic, allows the user to specify all Basic window settings for attic trusses.

Page 47 - Bracing (cont)

MaterialsMaterial Categories Comparison (cont)Each tab in the Material Categories screen in Engineering matches a Material Category in SAPPHIRE™ Mater

Page 48

MaterialsMaterial SetupsThe Material Setups screen in MiTek Engineering is equivalent to the Material Defaults screen in SAPPHIRE Materials.Figure 9:

Page 49

MaterialsMaterial Setups ComparisonThe old and new screens contain the same elements.Figure 9: Material Setups Screen in MiTek Engineering122341341. M

Page 50 - - General Tab

MaterialsFigure 12: Manufacturer Pricing Groups Screen in MiTek EngineeringPricing GroupsFigure 12: Manufacturer Pricing Groups Screen in MiTek Engine

Page 51

MaterialsPricing Groups ComparisonFigure 14: Screen Comparison, Manufacturer Pricing Groups to Material CostingThe old and new screens contain the sam

Page 52

MaterialsSubstitutionsThe Substitution Rules screen in MiTek Engineering is equivalent to the Substitutions screen in SAPPHIRE™ Materials.Figure 15: S

Page 53

MaterialsSubstitutions ComparisonThe old and new screens contain the same elements.Figure 17: Screen Comparison Substitution Rules to SubstitutionsFig

Page 54

MaterialsColor SchemesThe Color Schemes screen in MiTek Engineering is equivalent to a function of the Item Master screen in SAPPHIRE™ Materials.Figur

Page 55

MaterialsPlatesThe Manufacturer Plates screen in MiTek Engineering is equivalent to a function of the Material Costing screen in SAPPHIRE™ Materials.F

Page 56

MaterialsPlates ComparisonThe old and new screens contain similar elements.Figure 22: Screen Comparison, Manufacturer Plates to Material Costing12121.

Page 57 - Edit DOL’s

Basics Truss Application - Floor:General Information (cont)When set to Floor, alters the Basic window for floor input and allows the user to specify a

Page 58

MaterialsFigure 23: Plate Prices Screen in MiTek EngineeringPlates PricesThe Plate Prices screen in MiTek Engineering is equivalent to the Material Co

Page 59

MaterialsPlates Prices ComparisonThe old and new screens contain similar elements.Figure 25: Screen Comparison Manufacturer Plates to Material Costing

Page 60

MaterialsFigure 26: Plating Inventory Screen in MiTek EngineeringPlating InventoryThe Plating Inventory screen in MiTek Engineering is equivalent to f

Page 61

MaterialsPlating Inventory ComparisonThe old and new screens contain similar elements. The black outlined section in the Plating Inventory screen is

Page 62

MaterialsPlating Inventory Comparison (cont)The black outlined section in the Plating Inventory screen is equivalent to theMaterial Listscreen.screen

Page 63 - - Advanced Tab

MaterialsFigure 32: Manufacturer Hanger Inventory Screen in MiTek Engineering Hanger InventoryThe Manufacturer Hanger Inventory screen in MiTek Engine

Page 64

MaterialsHanger Inventory ComparisonThe black outlined section in the Plating Inventory screen is equivalent to theItem Masterscreen.screen is equival

Page 65 - - Wind Tab

MaterialsFigure 35: Hanger Prices Screen in MiTek Engineering Hanger PricesThe Hanger Prices screen is equivalent to functions of the Material Costing

Page 66

MaterialsHanger Prices ComparisonThe black outlined section in the Plating Inventory screen is equivalent to theItem Masterscreen.screen is equivalent

Page 67

MaterialsFigure 38: Hanger Inventory Screen in MiTek Engineering Hanger InventoryThe Hanger Inventory screen is equivalent to functions of the Item Ma

Page 68

Basics Truss Application - Floor:General Information (cont)When the Floor radio button selected, the Basics window changes to accommodate floor truss

Page 69

MaterialsHanger Inventory ComparisonThe black outlined section in the Hanger Inventory screen is equivalent to the numbered functions onscreen is equi

Page 70

MaterialsHanger Inventory Comparison (cont)The black outlined section in the Plating Inventory screen is equivalent to theItem Masterscreen.screen is

Page 71

MaterialsHanger OptionsThe Hanger Options screen in MiTek Engineering has been moved.has been moved.The previous way to access Hanger Options screen i

Page 72

MaterialsHanger ColorThe Hanger Colors screen in MiTek Engineering is equivalent to a function of the Item Master screen in SAPPHIRE™ Materials.Figure

Page 73

Estimating – Roof/FloorgInformationThe upper section of the estimating dialog window displays the current pricing scheme.Starting, and ending, each se

Page 74

Estimating – Roof/FloorgBidding MethodBidding Method: Used to specify the Units of Measure the program will use to calculate the costs of trusses All

Page 75

Estimating – Roof/FloorgBidding Method (cont)Activate Quantity for Pricing: This option will activate the Price Qty box, below the Quantity box, on th

Page 76 - - AC Unit Tab

Estimating – Roof/FloorgNew CostClick the New Cost button to open the New Cost Information dialog.This window is used to add labor pricing items to th

Page 77 - Sprinkler Load

Estimating – Roof/FloorgNew Cost (cont)1000 Board Feet - Returns a value equal to the number of actual board footage required to build the truss divid

Page 78

Estimating – Roof/FloorBrace - Returns a value equal to the number of braces in the design. gNew Cost (cont)Cut - Returns a value equal to the total n

Page 79 - - Snow Tab

Basics Truss Application - Floor:General Information (cont)Top Ribbon –Enter floor truss depth here or select a Posi-Strut web size. This box will act

Page 80

Estimating – Roof/FloorLength Only Set-up Chords - Returns a value equal to the number of length changes for a web gNew Cost (cont)(stud) or webs that

Page 81

Estimating – Roof/FloorLumber Change - Returns a value equal to the number of changes in grade, size, or species in the gNew Cost (cont)design. NOTE:

Page 82

Estimating – Roof/FloorPieces 0 to 40001 Long - Returns a value equal to the number of pieces (top and bottom chords, gNew Cost (cont)webs, studs, wed

Page 83

Estimating – Roof/FloorPieces 208 Wide - Returns a value equal to the number of 2x3 pieces (top and bottom chords, gNew Cost (cont)webs, studs, wedges

Page 84

Estimating – Roof/FloorPitch Break - Returns a value equal to the number of pitch breaks, either top or bottom chord, for the gNew Cost (cont)truss mu

Page 85

Estimating – Roof/FloorSheathing Piece - Returns a value equal to the number of pieces multiplied by the number of trussesgNew Cost (cont)trusses. She

Page 86 - Loading Condition

Estimating – Roof/FloorWidth Change Chords - Returns a value equal to the number of changes in top or bottom chord gNew Cost (cont)lumber widths. A ve

Page 87

Estimating–Roof/FloorgRemove – Modify – Hanger CostsRemove: To remove a cost information category, highlight that category and click Remove.WARNING: T

Page 88 - Material Setup

Estimating – Roof/FloorgLabor FactorsClick the Labor factors button to open the Labor Cost Factors window.New: Opens the New Labor Factor window.Enter

Page 89 - Material Setup (cont)

Estimating–Roof/FloorgMisc. CostsCalculate Variable Overhead Using Span:When checked, this option causes the program to calculate your overhead on a t

Page 90

Basics The software is shipped with the Turb-O-Web capability switched OFF by default.TrbOWeb International Pt Ltdm stiss ea9digit code before the fea

Page 91

Estimating – Roof/FloorgMisc. Costs (cont)Overhead Calc: This section allows the user to set the default values for calculating overhead. Multiplier o

Page 92

Estimating -Posi-StrutsEnter the amount per linear foot that will be used to calculate labor cost.gThe Trimmable Ends button will open the Trim Ends w

Page 93

EstimatingAllows the user to assign additional cost for miscellaneous items used to produce Trimmable Ends.gTrimmable EndsMiTek Industries, Inc.Eng. M

Page 94

EstimatingAllows the user to assign a cost per linear foot of Eliminator.gEliminatorMiTek Industries, Inc.Eng. Manuf. Defaults 7.35Date 5/16/2012Page

Page 95

GeometryyCutting Options - Double CutNOTE: All options grayed out are specific to Canadian Engineering. Selecting the Single option, under Web End Cut

Page 96

GeometryyCutting Options - Double Cut (cont)Square Cut Floors: Will gray out the Web End Cut radio buttons.NOTE: Special jigging will need to be addre

Page 97

GeometryyCutting Options - Double Cut (cont)Web Optimization: Optimization Tolerance: Distance a web joint will shift in an effort to optimize the web

Page 98

GeometryRecut Webs Using Maximum Web Cut Lengths: Check this box to activate the Max. Web Cut Length button. This option yCutting Options - Double Cut

Page 99

GeometryyCutting Options - Double Cut (cont)Warn if Web Cut Exceeds: Makes the user aware of cuts that are too long for the existing equipment to hand

Page 100 - Detail Method Defaults

GeometryyCutting Options - Double Cut (cont)Bottom Bevel Offset: Enter the depth of the bevel required.InVersatr ssclick the Be el b ttonInVersatruss

Page 101

Basics Turb-O-Web® is a patented system of cutting webs at stock length with rounded ends. Turb-O-Web - Activation (cont)Turb –O-Web Options – This be

Page 102 - Page 102

GeometryyGable/FillerThis section allows the user to set up default webbing parameters for Gables, Fillers, Valleys, California Hips and Piggybacks. I

Page 103 - Page 103

GeometryyGable/Filler (cont) Stud From (cont):Outside In–Will stud the gable or valley from the ends ofOutside In Will stud the gable or valley from t

Page 104 - Page 104

GeometryLouvered Gable Defaults: Rectangle–Offers width only This selection will space theyGable/Filler (cont) Rectangle Offers width only. This selec

Page 105 - Page 105

GeometryFlatchord Defaults: Stud From–Same options as GablesyGable/Filler (cont) Stud From Same options as Gables.Stud Spacing - Enter the default stu

Page 106 - Page 106

GeometryHorizontal Gable Defaults (cont):Continuous Vertical Studs–Vertical studs will beyGable/Filler (cont) Continuous Vertical Studs Vertical studs

Page 107 - Page 107

GeometryOther Gable Spacings: Filler Stud Spacing–Enter the default stud spacing foryGable/Filler (cont) Filler Stud Spacing Enter the default stud sp

Page 108 - Page 108

GeometryPiggyback Details (cont):Top Chord Butt Cut–Adds a butt cut at the end of the topyGable/Filler (cont) Top Chord Butt Cut Adds a butt cut at th

Page 109 - Page 109

GeometryyHeel OptionsThe Heel Options dialog box contains the default manufacturer information the program will use when designing heels and cantileve

Page 110 - Page 110

GeometryyHeel Options (cont)Heel Types - Refers to Wedges, Top and Bottom Sliders, Top and Bottom Reinforcing Webs, etc., that change the nature of yo

Page 111 - Page 111

GeometryyHeel Options (cont)Keep Cantilever Web Single Cut -Check this box to single cut the cantilever web against the next vertical web. If not chec

Page 112 - Page 112

Page86Page418BasicsGeneral InformationTurb-O-WebLoading Tabs (cont)Drag LoadLumberTable of Contents 8891951021161262829303133Design InfoOccupancy Cate

Page 113 - Page 113

Basics Typically, Turb-O-Webs are stocked in 6-inch increments from 1-06-00 thru 11-6-00.Turb-O-Web - InventoryFrom Setup > Manufacturer > Mater

Page 114 - Page 114

GeometryyPreferred Panel LengthsPreferred Panel Lengths determine panel size. The program will initially web trusses based on this information and wil

Page 115 - Page 115

GeometryyProfile / LayoutThe Profile/Layout Defaults dialog box contains California Hip Defaults, Beveling Options and other miscellaneous defaults th

Page 116 - Advanced Platin

GeometryyProfile / Layout (cont)Double Cut Flat Chord of Cal. Hip – Activates the double cut feature and cuts the flat chord against the bottom edge o

Page 117

GeometryMax Open Jack Length – The largest jack span before adding an end vertical.yProfile / Layout (cont)Inset End Vertical – The distance to hold b

Page 118

GeometryAdd webs to open jacks – Automatically adds a web to all open jacks.yProfile / Layout (cont)Begin panel dimensions at scarf – Panel dimensions

Page 119

GeometryNo vertical webs at haunch joint – This option will eliminate verticals at the haunch joint and only yProfile / Layout (cont)use diagonal webs

Page 120

GeometryUse this dialog window to preset how trusses are to be created in Engineering.yShapes Before Profile Profile Type – These are profile types th

Page 121

GeometryySplicingThe splicing module allows for total control over splice locations in automatic or manual splicing mode.Auto Splice: When checked, th

Page 122

GeometryySplicing (cont)The main section of the Splicing dialog window is broken into two parts, Top Chords and Bottom Chords.Top Chords will be discu

Page 123

GeometryySplicing - AdvancedThe Advanced button offers even greater control over splicing by allowing the user to select splice parameters for various

Page 124

Basics In the Available Material panel, select the lumber that will be used for stock length Turb-O-Turb-O-Web - Inventory (cont)Webs.NOTE: In the Sto

Page 125

GeometryySplicing - Advanced (cont)Note the top of the dialog box reflects which chord type has been selected, in this example Flat Bottom Chords of S

Page 126 - Page 126

GeometryySplicing - More RulesMinimum Auto Splice Length: The same dimension as the No Piece Shorter Than on the main splicing window. This may be mod

Page 127 - Truss to Truss

GeometryySplicing - Additional Splicing SetupsThe Additional Splice Setups dialog allows for better control of splice lengths for wood and metal web f

Page 128 - Truss to Wall

Master/VariantSet RelationshipsThe Master/Variant tool allows designers to simplify their truss designs by aligning webs and splices. This will reduce

Page 129 - Hanger Colors

Master/Variant After the variant trusses have been highlighted,Set Relationships (cont)Right click within the Truss List Window.Select Make Variant(s)

Page 130 - Hanger Color (cont)

Master/Variant After clicking OK to the Make Variant(s) of…window,Set Relationships (cont)Trusses T07A, T08, T09 and T10 have been moved into a group

Page 131 - Standard Notes

Master/Variant Right click any truss in a Master/Variant group.Align Webs and SplicesSelect Open Group from the context menu.NOTE: The Master truss is

Page 132

Master/Variant Right click any variant truss in a Master/Variant group.Align Webs and Splices (cont)Select Master Variant Settings… from the context m

Page 133 - Page 133

Master/Variant Make sure the Master truss is highlighted.Align Webs and Splices (cont)Click SaveA window will open for verification of Master truss ha

Page 134 - Materials

Master/Variant Align Webs and Splices (cont)Trusses before aligning webs and splicesTrusses after aligning webs and splicesMiTek Industries, Inc.Eng.

Page 135

Basics If the price for Turb-O-Webs is different than regular webs, follow these steps;Turb-O-Web - Inventory (cont)• Select each Turb-O-Web size• Und

Page 136

Master/Variant Re-label MembersThe user may re-label each piece of wood across an entire group of trusses.To Re-label trusses;Right click any truss in

Page 137

Master/Variant NotificationsThe Notification option allows the user to pre-set how changes to Variant trusses is handled.To set Master Variant Notific

Page 138

Tools DefaultsExtend Use these settings to have the Extend Tooldefault to the most used option.Default to member orientation – Using this option will

Page 139

Tools DefaultsHinge Plates DefaultsGap Joint – Gap distance between hinge members45 Degree Butt Joint – Specifies the gap width required for a 45 degr

Page 140

Tools DefaultsHinge Joint TypesGJitFli T90 DFi ld S liFi ld V ti lOlFildGap JointButt JointFlip Top JointKnee Wall Joint90 Degree Butt JointField Spli

Page 141

Tools DefaultsProfileUsers may now add Attic Rooms to any flat bottom chord truss via the profile tool.To pre-set Attic Room defaults;Click Setup >

Page 142

Tools DefaultsBearings, Copy Job, Double WebBearings - Changes the bearing symbol from wood to concrete when the bearing size Woodexceeds the minimum.

Page 143

Tools DefaultsScab MemberAllows the user to pre-set Scab Member defaults. This information may be modified as needed at all three levels, Manufacturer

Page 144

Tools Defaults When the Scab Tool is activated, Apply To, Scab Typeand Extensions will reflect Manufacturer Defaults Scab Tooldiscussed on the previou

Page 145

Tools Defaults Stack MemberAllows the user to pre-set Stack Member defaults. This information may be modified as needed at all three levels, Manufactu

Page 146

Basics From Setup > Manufacturer > Geometry > Cutting OptionsTurb-O-Web - Cutting OptionsCutting Options – This checkbox allows the program

Page 147

Tools Defaults When the Stack Tool is activated, Scab Type, New Member Information and Extensions will reflect Stack ToolManufacturer Defaults discus

Page 148

MiscOmni Type: This pull down offers three different options for creating Omni Saw files. See your saw documentation for more information Truss Type b

Page 149

Misc (cont)()Create DXF File: This option, when checked, causes the program to create an image file that is compatible with PrimeCAD® and other CAD pr

Page 150

Misc (cont)()Create TeeLok Jig File: This option will create a .jig file from MiTek Engineering. The jig file can then be used in Tee-Loks’ Tee-Solve

Page 151

Turb-O-WebOptimization OptionsFrom Setup > Manufacturer > Turb-O-Web Optimization optionsItems in this dialog window allow the user to specify h

Page 152

Gable Stud / Filler Ply DefaultsySetup>Manufacturer>Gable Stud/Filler Ply Defaults:Gable Studs:• Gable Stud on All Plies - Will stud all plies o

Page 153

Basics From Edit > Turb-O-Web Optimization OptionsTurb-O-Web - OptimizationThe items in this dialog box allow you to specify the way the program wi

Page 154

Basics When using Turb-O-Webs, quite often there is a mixture of "yellow" webs and "orange" webs on the screen. Turb-O-Web - Cut A

Page 155

Design Info gOccupancy CategoriesSelect the appropriate Occupancy Category from the drop-down list box. Consult the MiTek engineering department if yo

Page 156

Design InfogBuilding Code ListAll available building codes are listed. Pick the code required for your area.If you are not sure of the required buildi

Page 157

Design InfogSheathing/Purlin SpacingThe options shown here are default settings and tell the program if sheathing or purlins will be used for bracing.

Page 158

Design InfogSheath TrussWith a truss on screen, click Tools > Sheath TrussSheathing Options:Full Sheath – Will sheath the entire truss on the face

Page 159

Table of ContentsPagePage184190GeometryCutting OptionsGable / FillerTable of Contents 197200201206209213Heel OptionsPreferred Panel LengthsProfile / L

Page 160

Design InfogSheath Truss (cont)Apply Sheathing To – Tells the program to sheath the Front Side, Back Side or Both Sides.Number of Plies – How many lay

Page 161

Design InfogDesign MethodThe Design Method field is used to set the proper truss analysis method for the current truss. Typically, this field will be

Page 162

Design InfogDesign Method (cont)Upgrade Lumber for Deflection - Select this check box to instruct the program to cycle the lumber if the deflection li

Page 163

Design InfogDesign Method (cont)Truss Under Wet Service Condition - Check this box if this truss will be exposed to the elements. Enable Multipart Tru

Page 164 - – Roof/Floo

Design InfogFixitiesThe question is often asked, what do the Fixities switches do in the MiTek Engineering software and why should a designer pick one

Page 165

Design InfoThe first thing to understand is what it means for pitch breaks to be Fixed, Pinned or Semi-Ridge.gFixities (cont)Pinned: A Pinned joint ca

Page 166

Design InfoSemi-rigid: In a Semi-rigid joint, we are somewhere in-between where the plate gFixities (cont)at the heel would only resist a portion of t

Page 167

Design InfoMin. span for selected model: gFixities (cont)What this option does is Pin all pitch breaks for trusses shorter than the span entered. Thi

Page 168

Design InfogLumber ContinuityAllows the truss chords to be designed with symmetric grades and sizes, or for each chord member to be sized and graded i

Page 169

Design InfogAnalogSingle Point – The program will apply normal sized sliders.MltiPointThe preferred settingThis allo s the programMulti-Point-The pref

Page 170

BasicsGeneral InformationQuantity – How many of this truss will be built.Price Qty –Because it costs less to build larger quantities of trusses, Price

Page 171

Design InfoAllows the user to set the deflection limits for four items;gDeflection• Live Loads• Total load• Wind Live• Wind TotalNOTE: While the defau

Page 172

Design InfogDeflection (cont)When Truss Application is set to Roof, or Attic, the Deflection Limits window will display roof deflection settings.When

Page 173

Design InfogBearing Design OptionsWhen an Undersized Bearing condition occurs the program will allow the user to specify which of the Undersized Bear

Page 174

Design InfogBearing Design Options (cont)The four options are:•Upgrade lumberUpgrade lumber• Use bearing enhancers• Add bearing blocks (only for one p

Page 175

Design InfogGusset Repair OptionsA Group, specific to gusset repairs, can be created in Lumber Inventory and a list of material options can be added t

Page 176

Design InfoAllows the user to specify which applications will be used for repairs and also which nail, screw and bolt types will gNails/Screws/Boltsbe

Page 177 - Roof/Floo

Design InfogBracingBracing Options allows the user to specify the type of bracing to be used. This information may be modified at any time.See the fol

Page 178

Design InfogBracing (cont)Disable Advanced Bracing Options:• Checked - Only uses lumber as Lateral bracing material.• Unchecked - Advanced bracing fea

Page 179

Design InfoSelecting the Lumber radio button activates the Design Lateral BracingoptiongBracing (cont)Lateral Bracingoption.Design Lateral Bracing: Th

Page 180

Design InfogBracing (cont)Web Brace:A shop applied brace that does not Interfere with truss stackingInterfere with truss stacking.Checking this option

Page 181 - -Posi-Struts

Basics Span – The length of the bottom chord. The span will include cantilevers but not overhangs.General Information (cont)TC Slope – Top Chord Slope

Page 182

Loading - General Tab gLive LoadsLive Loads: The loads superimposed by the use and occupancy of the building or other structure including itbttildiddl

Page 183

Loading - General TabgDead LoadsDead Loads: The gravity loads due to all permanent structural and nonstructural components of a structure h l b ll fl

Page 184 - Cutting Options - Double Cut

Loading - General TabgDead Loads (cont)To calculate Dead Load, click the Dead… button, for either Top Ch dBtt Ch dltllChordor Bottom Chord, select all

Page 185 - Page 185

Loading - General Tab gInformationEnvironmental Loads: The loads directly resulting from the effects of the environment on the structureCommon Environ

Page 186 - Page 186

Loading - General TabgInformation (cont)Who determines design loads:• The national and local building code agencies• ANSI/ASCE 7-05 Minimum Design Loa

Page 187 - Page 187

Loading - General TabgInformation (cont)IRC (International Residential Code): Defined as the code used for one and two family dwellingsIBC (Internatio

Page 188 - Page 188

Loading - General Tab gInformation (cont)Load vs time characteristics of woodo Wood strength properties are dependant on rate of loadingo Ultimate str

Page 189 - Page 189

Loading - General TabgEdit DOL’sType of load Load Duration FactorPermanent 0.90Floor 1.00Snow 1.15Construction 1.25Wind/earthquake 1.33Wind (gusts) 1.

Page 190 - Gable/Filler

Loading - General TabgTruss ApplicationChanging the Truss Application will automatically adjust the available options.MiTek Industries, Inc.Eng. Manuf

Page 191 - Gable/Filler (cont)

Loading - General TabgSelect Loads To ApplyEach item, when checked, will activate a tab for setting defaults.Roof Live Load (Construction) - These are

Page 192

Basics Spacing – The distance between trusses. Measured either from face to face or centerline to centerline of General Information (cont)truss.Girder

Page 193

Loading - General TabgSelect Loads To Apply (cont)Sprinkler Loads - These are loads associated with live and dead loads from a sprinkler system. These

Page 194

Loading - General TabgOther LoadsBC Live Loadshould be selected based on UBC or IBC building code or select None if not needed.Limited Access LoadLimi

Page 195

Loading - General TabgLimited Access LoadLoad Combination Reductions :Standard –No reduction - No action is taken and loads remain as they are.Multipl

Page 196

Loading - Advanced TabEach of the options has a check box forFollow Building Code.gLimited Access Load (cont)No Limited Access Load Carolina 6’ BC Loa

Page 197 - Heel Options

Loading - Advanced TabBC Live Load - UBCgLimited Access Load (cont)Each of the options has a check box forFollow Building Code.Checked – Enters the va

Page 198 - Heel Options (cont)

Loading - Wind TabgExposure CategoryUse the drop-down list box to select the Exposure Category for the area where the trusses will be placed. The choi

Page 199

Loading - Wind TabgExposure Category (cont)Exposure C - Open terrain with scattered obstructions having heights generally less than 30 feet. This cate

Page 200 - Preferred Panel Lengths

Loading - Wind TabgOccupancy CategorySelect the appropriate Occupancy Category from the drop-down list box. Consult the MiTek engineering department i

Page 201 - Profile / Layout

Loading - Wind TabgOccupancy Category (cont)Category IV - Buildings and structures designated as essential facilities, including, but not limited to:•

Page 202 - Profile / Layout (cont)

Loading - Wind TabgWind Design MethodComponents & Cladding – (C&C) Components receive wind loads directly or from cladding and transfer the lo

Page 203

Basics When both are set to 2, for example, the girder will be designed with 2 plies.General Information (cont)When Min Plies is set to 2 and Max Plie

Page 204

Loading - Wind TabgWind Design Method (cont)Select the appropriate Wind Design Method. There are four choices and each is explained as follows.Compone

Page 205

Loading - Wind TabgWind Design Method (cont)When the Wind Design Method is set to User Define, the window will change for the user to enter their crit

Page 206 - Shapes Before Profile

Loading - Wind TabgWind Design Method (cont)Main Wind Force Resisting System (MWFRS) -When selected, the MWFRS Roof Zone options are Interior and Gabl

Page 207 - Splicing

Loading - Wind TabgOpening ConditionsOpening Conditions - There are three conditions to choose from. They refer to the internal pressure coefficients

Page 208 - Splicing (cont)

Loading - Wind TabgOpening ConditionsHeight Above Ground - See the notation in the previous Roof Zone section. Max Dead Load - Top and Bottom chord de

Page 209 - Splicing - Advanced

Loading -Geometry TabgyTransverse Pitch and Unbalanced Load CasesUse Transverse Pitch (for Construction LL warning) –Transverse Roof Pitch – Tells the

Page 210 - Splicing - Advanced (cont)

Loading - AC Unit TabgSize, Location, WeightUnit – The selection made under Unit controls the available options.Distance to center of unit – Allows th

Page 211 - Splicing - More Rules

Loading -Sprinkler Loads TabgpSprinkler LoadSprinkler Load - Enter the amount of live and dead load here, if different from the default (250 lbs./0 lb

Page 212 - Page 212

Loading -Sprinkler Loads TabgpAutomatic/Manual DistributionsAutomatic Distribution - In this section, the user can specify whether the program places

Page 213 - Master/Variant

Loading - Snow TabgDesign Methods and ExposuresFor this example, the code is IBC2006/TPI2002and the Wind Design Method is pre-set to ASCE 7-05Terrain

Page 214

Basics Auto Optimize – This option is unchecked by default. When checked, the program will optimize the truss General Information (cont)immediately af

Page 215

Loading - Snow TabgThermal ConditionsThermal Condition:The thermal factor, Ct, is used to describe the temperature of the roof. There are four differ

Page 216

Loading - Snow TabgOccupancy CategoriesOccupancy CategorySelect the appropriate Occupancy Category from the drop-down list box. Consult the MiTek engi

Page 217

Loading - Snow TabgOccupancy Categories (cont)Category IV - Buildings and structures designated as essential facilities, including, but not limited to

Page 218

Loading - Snow TabBuilding Locations – These were once customizable locations that could be set by the user. These have been gBuildingreplaced with Ex

Page 219

Loading - Snow Tab Apply Slope Reduction Factors - When checked, the surface condition option becomes gSlope Reductionavailable. The surface conditio

Page 220

Loading - Loading - Snow Tab Overhang Snow Load Factor – Allows the designer to specify how snow is handled at the ggOverhang Load / Transverse Pitcho

Page 221

Loading -Drag Load TabggLoading ConditionDrag Loads are grayed out at the Manufacturer and Job levels and can only be activated at the truss level. Lo

Page 222 - Tools Defaults

Loading -Drag Load TabggHorizontal Restraint LocationsHorizontal Drag Load Restraint Locations - In this section, you can specify the locations of the

Page 223

LumberMaterial SetupThe Lumber dialog box contains the manufacturer default Lumber and List groups. In this dialog box the Start Pt defaults for all p

Page 224

LumberMaterial Setup (cont)List - created in Setup > Manufacturer > Materials > Material List > Truss > Initial RoofFlat – Checked will

Page 225

Basics Left Heel:General Information (cont)Overhang – The length of the overhang measured horizontally.TC – Top Chord overhang BC – Bottom Chord overh

Page 226

LumberMaterial Setup (cont)List - created in Setup > Manufacturer > Materials > Material List > Truss > Initial RoofThick – Is, for thi

Page 227

Bracing OptionsgpBracing Options allows the user to specify the type of bracing to be used. This information may be modified at any time.See the follo

Page 228

Bracing Options(cont)gp()Disable Advanced Bracing Options:• Checked - Only uses lumber as Lateral bracing material.• Unchecked - Advanced bracing feat

Page 229

Bracing Options(cont)Selecting the Lumber radio button activates the Design Lateral Bracingoptiongp()Lateral Bracingoption.Design Lateral Bracing: Thi

Page 230

Bracing Options(cont)gp()Web Brace:A shop applied brace that does not Interfere with truss stackingInterfere with truss stacking.Checking this option

Page 231 - Page 231

Detail Method DefaultsStd Horz Web Length: Defaults to 1’-3”. This is the horizontal half panel dimension. Each web in f ll h lf l ill h t d d t l thf

Page 232 - Page 232

Detail Method Defaults (cont)()Multiple Verticals: Has an activation check box and a gap distance. When multiple verticals is l t d th ill ti l bselec

Page 233 - Page 233

Detail Method Defaults (cont)Top Chord Bearing Gap – Places a one half inch gap between the end ti l d th i id f b i()vertical and the inside of beari

Page 234 - Turb-O-Web

Detail Method Defaults (cont)Add Vertical for Strongback at no more than: To specify the location of a vertical the strongback will be il d t E t l f

Page 235 - Defaults

Detail Method Defaults (cont)Webbing Defaults: Items selected in this section will be the starting defaults for new floor trusses. These options may b

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