| Symbols & Numeric |
| .Sloped Bearing Note (v8.2 - Change 111) |
| C |
| “Construction” Load Instead of Live Load (v9 - Bug 2852) |
| 19.2” Spacing (v9 - Change 132) |
| 4” Thick Lumber Beams (v9 - Feature 187) |
| A |
| Absolute Deflection Check (Feature 8) |
| Absolute Deflection Limit Default (v9 - Feature 167) |
| Activation of Vibration Button for SCL Materials (v8.2 - Bug 2546) |
| Actual/Nominal Size in Materials Specification (Feature 66) |
| Adding Moments Directly to Members (Feature 20) |
| Additional Data Note for Live Deflection (Change 33) |
| Adjustment to Reactions |
| Allowable Configurations |
| Analysis Diagram Dimension Lines (v9 - Bug 2719) |
| Analysis Diagrams Crash after File Renamed (v8.11 - Bug 2422) |
| Analysis of Point Loads at End of Cantilever (v8.11 - Bug 2433) |
| APA Performance-Rated I-Joists (v9 - Feature 61) |
| Application Data |
| Applied Moments at End of Full Span (v9 - Bug 2845) |
| Apply Settings to Concept Mode (Change 49) |
| Apply to Concept Mode Message (v9 - Change 130) |
| Approximate Method when Designing for Unknown Parameters |
| Asterisk for Beam and Stringer Grades Setting (v8.4- Change 144) |
| Asterisk in Design Settings (v9 - Change 155) |
| Automatic Eccentricity of Axial Loads (v9 - Feature 17) |
| Axial Compression |
| Axial Compressive Resistance fc for Sloped Custom Section Beam Bearing Design (v8.2 - Bug 2597) |
| Axial Design for Fire-Reduced Sections |
| Axial Design for Wall Panels |
| Axial Tension |
| B |
| Beam and Column Data Input View Size (v8.2 - Bug 2575) |
| Beam and Column Engineering Design |
| Beam and column Mode in Pop-up Window (v8.12 and 8.13 - Bug 2381) |
| Beam and Column Mode Operation |
| Beam and Joist Hanger Database and Design |
| Beam and Stringer Grades for Post and Timber Sizes (v8.2 - Bug 2588) |
| Beam Design Spans, Supports, and Bearing (Features 3,4,5) |
| Beam Stability Factor |
| Beam Supports |
| Beam View Load Drawing |
| Bearing Design |
| Bearing Design - Beams, Joists and Floor/ Roof Panels |
| Bearing Design - Columns and Walls |
| Bearing Design – Miscellaneous Changes |
| Bending Moment Design |
| Bending Moment Design |
| Bending Moment Design |
| Bending Moment Resistance |
| Bending Moment Resistance for FIre Reduced Sections |
| Bug Fixes and Small Improvements – Graphics |
| Bug Fixes and Small Improvements – Input and Program Operation |
| Bug Fixes and Small Improvements – Loads Analysis |
| Bug Fixes and Small Improvements – Output |
| Bug Fixes and Small Improvements – Engineering Design |
| Built-up Members |
| Built-up Beam Dimensions for Custom Beam Sizes (v8.2 - Bug 2580) |
| Cantilever Deflection |
| Case 2 System Factor for Axial Tension (v9 - Bug 2838) |
| CCMC/CWC Procedure for I-joists |
| Checking Integrity of Default Loads (v8.11 - Bug 2370)* |
| CLT Design |
| CLT Layer Orientation and Design Axes |
| Column / Wall Bearing Design (Feature 100) |
| Column and Wall Assumptions |
| Column Beam and Stringer Grade vs. Post and Timber Grade (v9 - Bug 2799) |
| Column Deflection Diagram Units (v8.11 - Bug 2435) |
| Column Lateral Reactions (Change 60) |
| Column Load View Pop-up Window (v8.41 - Bug 2381) |
| Column Mode Load Drawing |
| Column Supports |
| Combined Axial and Bending |
| Combined Axial and Bending Results for High Pf/Pe (v8.2 - Bug 2587) |
| Combined Lateral Bending and Axial Load |
| Combining Concentrated and Sustained Live Loads (v9 - Bug 2833) |
| Component Additive Method for Joists and Walls |
| Concentrated Beam Load Width Units (Bug 2240) |
| Concentrated Live Load Default Name (Change 37) |
| Concentrated Loads |
| Concept Mode |
| Concept Mode |
| Concept Mode |
| Concept Mode |
| Concept Mode |
| Concept Mode |
| Concept Mode Crash For Triangular Joist Area With No Dead Loads (v8.32 - Bug 2659) |
| Concept Mode Default Pattern Loading (v8.11 - Change 108) |
| Concept Mode Importance Factor Default (v8.11 - Bug 2366) |
| Concept Mode Unit System Change (v8.11 - Bug 2443) |
| Conditions for KL = 1 |
| Context Menus |
| Control Bars |
| Copy Building Levels (Feature 112) |
| Copy Database File (Database Editor Feature 7) |
| Country Identifier in Start Menu (v9 - DO Change 3, Bug 2427) |
| Crash on Notched Design for Unknown Joist Depth (v8.11 - Bug 2417) |
| Crash upon Deactivation of Doug Fir or SPF Built-up Column Species (v8.11 - Bug 2478) |
| Creating a Grid |
| Creating a Structure |
| Creating Beams |
| Creating Columns |
| Creating Joist Areas |
| Creating Levels |
| Creating Loads |
| Creating Walls |
| Critical Analysis Diagrams for Multiple Documents (v8.11 - Bug 2423) |
| Critical Deflection Combinations for Deflection with No Live or No Permanent Loads (v8.11 - Change 106) |
| Cross Laminated Timber (CLT) |
| Cross-Laminated Timber (CLT) Design |
| CSA O86 Annex B for Beams and Columns |
| CSA O86 Procedure for CLT Floors |
| CSA O86 Procedure for Joists of Any Material |
| CSA O86 Provision Options |
| Custom SCL Sections (Feature 151) |
| Custom Sizes (b x d) |
| Custom Version Web Page Link (Change 59) |
| D |
| Data Bar |
| Data Input |
| Database Editor Button (Feature 59) |
| Database Editor E05 Note (Bug 2346) |
| Database Editor Weak Axis Input (Bug 2346) |
| Dead Load Due to Soil Combinations |
| Dead Load Resisting Failure Combinations (0.9D) |
| Dead-Only Combination with Dead Soil Load (v8.1 - Bug 2371) |
| Default Load Face for Wall Studs Transferred from Concept (v8.11 - Bug 2361) |
| Default Loads View in Pop-up Window Setting (v9 - Change 177) |
| Default Open File Setting (v9 - Change 146) |
| Default Pattern Load for Roof Joists based on Slope (v9 - Feature 162) |
| Deflection Criteria |
| Deflection Design |
| Deflection Design for Weak Axis, Custom Multi-ply Members (v9 - Bug 2859) |
| Deflection Design for Weak Axis, Custom Multi-ply Members (v9 - Bug 2859) |
| Deflection Design for Weak Axis, Custom Multi-ply Members (v9 - Bug 2859) |
| Deflection Limits |
| Deflection Options |
| Deflection Output |
| Deployment on Multiple Computers |
| Design |
| Design |
| Design |
| Design Check Output Improvements |
| Design Codes and Standards |
| Design Criteria |
| Design for Custom Section Size Same as Nominal Size ( Bug 2842) |
| Design Groups |
| Design Menu |
| Design Search Failure Warning after XML Transfer (v8.3 - Change 124) |
| Design Search for Unknown Lower End of Section Size Range (v9 - Bug 2843) |
| Design Search for Built-up Beams (v9 - Bug 2742) |
| Design Search for Combined Axial and Bending (v8.2 - Bug 2610)* |
| Design Settings Moved to Default Settings Page (v9 - Change 155) |
| Design Shear for Non-critical Supports in Shear Diagram (Change 56) |
| Design Spans and Iterative Design |
| Design Values in Output for Custom Multi-ply Members (v9 - Bug 2859) |
| Designing for Unknowns |
| Different Eccentricity for Each Load (v9 - Feature 18) |
| Digital Signature (v9 - DO Feature 12) |
| Direction and Intensity of Loads |
| Drawings and Graphs |
| E |
| Earthquake Load Combinations |
| Earthquake Loads |
| Edit Menu |
| Educational Version Identifier in the Installation (v9 - Bug 2427) |
| Effect of Lateral Support in Beam Drawing (v8.2 - Bug 2528) |
| Effect of Point Loads on Vertical Reactions in Analysis Table (Change 38) |
| Effective Length Le |
| Effective Shear Modulus GAeff |
| Effective Stiffness EIeff |
| Effective Stiffness for Fire-reduced Sections |
| Elimination of Text Output Files (v8.41 - Feature 168) |
| End Notch Drawing Upon Opening Project (Bug 2065) |
| Engineering Assumptions |
| Engineering Design |
| Engineering Design |
| Engineering Design |
| Engineering Design |
| Engineering Design |
| Error Messages |
| F |
| Factor for Area Load on Continuous Support (Feature 63) |
| File Extensions |
| File Menu |
| Fire Design |
| Fire Design |
| Fire Design |
| Fire Design |
| Fire Design |
| Floor Vibration |
| For Systems Administrators |
| Format of Modification Factor Heading for f/E (v8.2 - Change 112) |
| Format of Snap Increment Input (v9 - Bug 2741) |
| Formatting of Support Bearing Results for Columns (v8.4- Change 128) |
| G |
| General Information |
| General Program operation |
| General Program operation |
| General Program Operation |
| Generated Load Combinations |
| Glulam |
| Glulam Design |
| Glulam Nominal Sections (Change 78) |
| Glulam Shear Design |
| Glulam Shear Load Coefficient Cv Calculation (v8.2 - Bug 2568) |
| Graphics |
| Graphics |
| Graphics |
| Gridpoint Elevation Update (v8.2 - Bug 2537) |
| Gridpoint Elevations |
| H |
| Help Documentation |
| Help File Activation from Sizer (Bug 2330) |
| Hydrostatic Load Combinations |
| I |
| Ignore Cantilever Deflection Setting Default (Bug 1381) |
| I-Joist Deflection (v9 - Bug 2783) |
| I-Joist Design |
| I-Joist Input in Database Editor |
| I-Joists |
| Importance Category Output (v9 - Change 157) |
| Importance Factor |
| Importance Factor |
| Importance Factor |
| Importance Factor for Part 9 Snow Loads (v9 - Feature 206) |
| Importance Factor in Unfactored Reactions (Bug 2286) |
| Inconsistency in Shear Design Search vs Design Check (Change 101) |
| Input |
| Input |
| Input |
| Input of Lateral Support |
| Installation |
| Installation Procedure |
| Interior Spans Cantilever Deflection Reporting (Bug 2320) |
| J |
| Joist and Beam Reactions |
| Joist Area Supports |
| Joist Spacing Conversion on Unit Change (v8.11 - Bug 2442) |
| Joist Spacing in Roof and Floor Group Input (v8.11 - Bug 2441) |
| Joist Vibration Span Nomenclature (v8.11 - Change 107) |
| K |
| KD factor for Moment and Shear Design (v8.1 - Bug 2376) |
| KD Factor Table in Analysis Output (Bug 2136) |
| Key Code Information for All Users (v9 - DO Change 1) |
| KL factor in Design Settings Page (v8.2 - Change 117) |
| L |
| Lateral Stability Factor KL |
| Lateral Stability KL = 1 Setting (v8.31 - Bug 2105) |
| Lateral Support and Beam Stability Factor KL |
| Lateral Support at Points of Bearing |
| Lateral Support Changes |
| Lateral Support in Concept Mode (v8.2 - Feature 182) |
| Lateral Support Spacing Update (v8.2 - Bug 2560) |
| Level Control in Toolbar (Change 39) |
| License Deployment |
| Licensing and Registration |
| Link to Custom Version Web Page (Change v8.4- 137) |
| Load and Span Input in Sixteenths Setting Location (Change 29) |
| Load Combination Description in Deflection Diagram (Bug 2134) |
| Load Combinations |
| Load Combinations |
| Load Combinations |
| Load Combinations in Presence of Concentrated Load (bug 2353) |
| Load Distribution and Analysis |
| Load Duration Factor KD |
| Load Input |
| Load Settings and Options |
| Load Settings and Options |
| Load Settings and Options |
| Load Sharing and System Factor (v8.11 - Bug 2406) |
| Loads after Insertion of Level (Bug 2152) |
| Loads Analysis |
| Loads Analysis |
| Loads Analysis |
| Loads and Analysis |
| Loads and Analysis |
| Loads and Load Analysis |
| Loads and Loads Analysis |
| Location and Scale in Point of Interest View Drawing (v9 - Bug 2782) |
| Long-term Load Factor |
| Lumber |
| Lumber n-ply Stud Database for Walls (Feature 33) |
| Lumber n-ply Stud Material for Walls ( Feature 33) |
| LVL Columns (v8.2 - Change 121) |
| LVL Grade Names (v8.11 - Bug 2437) |
| M |
| Magnitude of Concentrated Live Roof Joist Load ( Bug 2428) |
| Material and Component Databases |
| Materials |
| Materials |
| Materials |
| Materials and Database |
| Materials and Properties |
| Materials Database |
| Materials Database |
| Materials Database |
| Materials Database |
| Maximum Lamination Width for Kzbg Factor (v9 - Feature 205) |
| Maximum Shear in the Span of Member Warning (Bug 2172) |
| Maximum Shear Inside Span Warning (v8.11 - Bug 2431) |
| Maximum Shear within Span Warning for Lightly Loaded Spans (v8.2 - Bug 2486) |
| Member Description (Feature 45) |
| Member Design |
| Member Length in Results by Member (v9 - Feature 120) |
| Menu: Settings Menu |
| Menus and Commands |
| Message Joist Transfer from Concept Mode to Beam Mode (v8.2 - Bug 2539) |
| Mode Menu |
| Mode: Beam |
| Mode: Column |
| Mode: Concept |
| Modification Factors |
| Modification Factors for I-joists (Bug 2218) |
| Multi-ply Member Weak Axis Bending Resistance (v9 - Bug 2860) |
| Multi-ply Width in Materials Specification (Feature 90) |
| N |
| NBC 2015, CSA O86-14 Updates 1 and 2, and S16-14 |
| NBC D-2.11 Method for Glulam Beams and Columns |
| NBC Glulam Fire Design (v9 - Feature 197) |
| NBC Procedure for Sawn Lumber |
| NBCC Terminology (v9 - Change 173) |
| Network Installations |
| New Joist Materials (v8.11 - Feature 78) |
| Notch Depth Updating (v8.11 - Bug 2416) |
| Notch Design |
| Notch Design |
| Notch Design |
| Notch Points of Interest (Change 55) |
| Number of Deflection Points (Change 50) |
| Number of Deflection Points (Change 50) |
| Number of Deflection Points (Change 50) |
| Number of Shear and Bending Moment Points (Change 51) |
| O |
| Oblique Angle Deflections in Analysis Diagrams (Bug 2176) |
| Oblique Loading |
| Operation of Snap Increment Setting (v8.2 - Bug 2536) |
| Operation of View Limits Setting (v8.2 - Bug 2536) |
| Order of Beam and Column Mode Preference Settings (Change 52) |
| Other Engineering Design |
| Other Engineering Design |
| Other Engineering Design |
| Other Modification Factors |
| Other Program Operation |
| Output |
| Output |
| Output |
| Output |
| Output Reports |
| P |
| Part 4 of NBC in Program Information (v9 - Change 177) |
| Partial Line Loads on Beams in Concept Mode (v8.4- Bug 2673) |
| Pattern Loading |
| Pattern Loading for Dead Soil Loads (v8.2 - Bug 2599) |
| Persistence of Project Setting Information (v9 - Bug 2752) |
| Plank Design |
| Point Load Bearing Design Note (v8.2 - Change 119) |
| Point Loads at Left End of Rightmost Support (v9 - Bug 2857) |
| Point Loads used in Bearing Design (Change 73) |
| Points Of Interest |
| Positioning of Span Identifiers in Diagram for Negative Slope Beams (v8.2 - Bug 2530) |
| Previous Versions |
| Print Banner in Design Check (Change 89) |
| Product Code in Software ID (v9 - DO Feature 13) |
| Program Data File Locations (Bug 2265) |
| Program Input |
| Program Operation |
| Program Operation |
| Program Operation |
| Program Operation |
| Program Operation |
| Project Settings Saved As Default (v8.31 - Bug 2255) |
| R |
| Reaction in Analysis Diagram on Right Support with Left Cantilever (v8.4- Bug 2691) |
| Removal of PSL (v9 - Change 156) |
| Reset Original Settings |
| Restore Factory Settings for Column Self-weight (Bug 2093) |
| Results Output |
| Retaining Default Loads from Previous Installation (v8.2 - Change 116)* |
| Rolling Shear Resistance |
| Rules for Supporting Building Members |
| S |
| Save Default Settings |
| Save Prompt for Unmodified New Beam Files (Bug 2118) |
| Save to File Note in Settings Input (Change 58) |
| Save to Project File |
| Saving Settings as Default and Restoring Original Settings (v9 - Feature 42) |
| SCL Design |
| SCL Shear Deflection |
| SCL System Factor KH Reporting (Bug 2043) |
| Secondary Moment Calculation Alignment (v8.2 - Change 118) |
| Secondary Moment Check Warning (v8.2 - Bug 2587) |
| Self-weight |
| Self-weight in Bearing Reaction Analysis Diagrams (v8.2 - Bug 2487) |
| Self-weight Note and Self-weight in Loads Table (Change 80) |
| Self-weight Note in Analysis Diagram (v8.2 - Bug 2604) |
| Separate Settings for Individual Open Files (Change 49) |
| Service Conditions on Import from Concept to Beam Mode (Bug 2181) |
| Serviceability Importance Factor in Load View Input (v8.4- Change 127) |
| Serviceability Limit State Combinations |
| Settings |
| Settings: Company information |
| Settings: Default Values |
| Settings: Design |
| Settings: Design Notes |
| Settings: Format |
| Settings: Preferences |
| Settings: Project Information |
| Settings: View |
| Setup Program |
| Shear Deflection |
| Shear Deflection |
| Shear Deflection |
| Shear Design |
| Shear Design |
| Shear Design |
| Shear Diagram with Notches (Change 57) |
| Shear Response Ratio for Point Load Near Support (Bug1801) |
| Shear Stiffness and Shape Factor |
| Sill Plate Deactivated after Database Editor File Operation (v8.11 - Bug 2457) |
| Sill Plate Supporting Member Options (v9 - Bug 2844) |
| Size Factors |
| Sizer 10 |
| Sizer 10.1 |
| Sizer 2020 |
| Sizer 2020, Update 1 |
| Sizer 2020, Update 2 |
| Sizer 8 |
| Sizer 8.11 Service Release |
| Sizer 8.2 Service Release |
| Sizer 8.31 Service Release |
| Sizer 8.4 Service Release |
| Sizer 9 |
| Sizer 9.1 |
| Sizer 9.2 |
| Sizer 9.3 |
| Sizer 9.3.1 |
| Sizer 9.3.2 |
| Slenderness Ratio CB |
| Sloped Beam Drawing for Shallow Slopes (Change 78) |
| Sloped Beam Loads Drawing |
| Sloped Member Load Direction and Projection |
| Sloped Members |
| Slow Run Times when Saving to Network Share (v8.2 - Bug 2497) |
| Small Point Load Bearing in Absence of Point Loads (v8.2 - Bug 2607) |
| Snow Point Loads at Supports (Bug 2199) |
| Span Input Corruption for Long Spans (v8.11 - Bug 2455) |
| Span Input Corruption for Long Spans (v8.2 - Bug 2455) |
| Span Table Generation |
| Span, Load Input When Not Allowing In Ft.In.16ths (Bug 2073) |
| Spelling, Formatting, and Nomenclature Changes (Change 99) |
| Stand-alone Sizer Installation |
| Status Bar |
| Steel |
| Steel Beam Design |
| Steel Columns |
| Steel Members in Database Editor (v8.1 - Feature 3) |
| Streamline Network Version Setup (Design Office Feature 8) |
| Strength Adjustment for Members Loaded on Narrow Face (Bug 2178) |
| Strength and Resistance |
| Strength Properties |
| Structural Analysis |
| Structural Composite Lumber (SCL) |
| Structural Composite Lumber Lateral Stability Factor KL (v8.2 - Bug 2586) |
| Structural Stability |
| Supporting Member Bearing Design |
| Supports, Bearing, and Design Spans |
| Sustained Live Load Deflection in D + Ls Combination (v8.1 - Bug 2372) |
| Sustained Load Combinations |
| System Factor KH |
| System Requirements |
| T |
| Technical Support and Training |
| Text Output |
| Text Output |
| Text Output |
| Timber |
| Tool Bar |
| Tool Tip for Settings in Toolbar (Bug 2050) |
| Trailing Zeroes in Length and Pitch Data (v8.2 - Changes 110 and 113) |
| Transfer Members |
| Transfer of Loads from Column Close to Intersection of Beams (v8.32 - Bug 2661) |
| Transfer of Partly Uplift and Partly Gravity Reactions from Joist Area to Supporting Member (v8.32 - Bug 2660) |
| Tributary Width Format in Design Check Output (v8.11 - Bug 2440) |
| Tributary Width in Load Table |
| Tributary Width Message Box (v9 - Feature 196) |
| U |
| Ultimate Limit States Combinations |
| Unfactored Reactions for Pattern Load Combination (v8.1 - Bug 2298) |
| Unfactored Strength Results for Custom Post/Timber Sections (v8.11 - Bug 2453) |
| Uninstall |
| Uninstall Database |
| Units for f/E Values in Modification Factors Table (Change 90) |
| Units for Joist Spacing in Design Summary (v8.2 - Bug 2557) |
| Unsupported Length lu |
| Update of Supporting Member Properties (v8.11 - Bug 2385) |
| Update to CSA 086-14 |
| Update XML Link (v8.2 - Feature 186) |
| Uplift Reactions at Base (v8.4- Bug 2672) |
| User Defined Logo (v9 - Feature 87) |
| User-defined Default Loads (Feature 24) |
| V |
| Validating Partial Line Loads (Change 44) |
| Versa-Lam LVL (v9 - Feature 140) |
| Version Number in Installation (v9 - Bug 2427) |
| Version Number in Program Name (v8.11 - Change 104) |
| Versions |
| Vertical Reaction Table for Concentrated Load (Bug 2141) |
| Vibration |
| Vibration Design Criterion (Feature 10) |
| Vibration Design for Custom Floor Joist Sections (v8.2 - Bug 2545) |
| Vibration Design for Joists |
| Vibration Nomenclature (v8.2 - Change 114) |
| Vibration-controlled Span |
| View Menu |
| View Options for Concept Mode in Initialization File (v8.2 - Bug 2527) |
| W |
| Wall Supports |
| Warning message on Save as Default and Restore Factory Settings (Change 47) |
| Warning on Deletion or Insertion of Level (Change 40) |
| Weak Axis Glulam Design |
| Weak Axis Glulam Values (Bug 2358) |
| Weak Axis Structural Composite Lumber Design (v9 - Feature 140) |
| Welcome to Sizer |
| Width Input for Moving Concentrated Beam Loads (Bug 2081) |
| Windows File Associations (v8.11 - Bug 2448) |
| Wood Volume Output (v9 - Feature 171) |
| WoodWorks Database Editor |
| Workspace (project) file (Feature 39) |
| X |
| XML Transfer of Combined Axial and Bending Results (v8.3 - Change 126) |
| XML Transfer of Steel Sections (v8.3 - Change 123) |
| XML transfer of Version Info (v8.3 - Change 125) |