| A |
| Absolute Deflection Check (Feature 8) |
| Actual/Nominal Size in Output (Feature 66) |
| Adding Moments Directly to Members (Feature 20) |
| Additional Data Note for Live Deflection (Change 33) |
| Adjustment to Reactions |
| All Load Types in Concept Mode (Feature 106) |
| Analysis of Loads |
| Application Data |
| Apply Settings to Concept Mode (Change 49) |
| Axial CLT Fire Design |
| B |
| Beam and Column Mode Operation |
| Beam and Column Mode Operation |
| Beam and Column Mode Operation |
| Beam and Joist Hanger Database and Design (Feature 226) |
| Beam Design Spans, Supports, and Bearing (Features 3,4,5) |
| Beam Stability Factor |
| Beam Supports |
| Beam View Load Drawing (Changes 42,48) |
| Bearing Design - Beams, Joists and Floor/ Roof Panels |
| Bearing Design - Columns and Walls |
| Bug Fixes and Minor Changes |
| Built-up Members |
| C |
| Cantilever Deflection |
| CLT Design - PRG 360, FPInnovations Handbook, and CSA O86 |
| CLT Floor Vibration |
| CLT Handbook 3.3.1 and O86 8.4.3.2 - Effective Shear Modulus Ga |
| CLT Handbook 3.3.1 and O86 8.4.3.2 - Effective Stiffness |
| CLT Handbook 8, 4.1.4.1 - Axial Design for Wall Panels |
| CLT Handbook 8, 4.1.4.1 - Bending Moment for FIre Reduced Sections |
| CLT Handbook 8, Eqn. 8 - Effective Stiffness for Fire-reduced Sections |
| CLT Layer Orientation and Design Axes |
| Column / Wall Bearing Design (Feature 100) |
| Column and Wall Assumptions |
| Column Lateral Reactions (Change 60) |
| Column Mode Load Drawing (Bug 2170, Change 42) |
| Column Supports |
| Components of Reactions in Design Report (Feature 137) |
| Concentrated Live Load Default Name (Change 37) |
| Concentrated Loads |
| Concept Mode |
| Concept Mode |
| Concept Mode |
| Concept Mode |
| Concept Mode Operation |
| Concept Mode Operation |
| Concept Mode Operation |
| Context Menus |
| Control Bars |
| Copy Building Levels (Feature 112) |
| Creating a Grid |
| Creating a Structure |
| Creating Beams |
| Creating Columns |
| Creating Joist Areas |
| Creating Levels |
| Creating Loads |
| Creating Walls |
| Cross Laminated Timber (CLT) |
| Cross-Laminated Timber (CLT) Design (Feature 214) |
| 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) |
| Deflection for Counteracting .6D + W Combination (Bug 2131) |
| Deflection Load Combinations from IBC 1604.3 (Feature 121) |
| Deflection Options |
| Deployment on Multiple Computers |
| Design Codes and Standards |
| Design Codes and Standards |
| Design Codes and Standards |
| Design Codes and Standards |
| Design Codes and Standards |
| Design Groups |
| Design Menu |
| Design Shear for Non-critical Supports in Shear Diagram (Change 56) |
| Design Spans and Iterative Design |
| Direction and Intensity of Loads |
| Drawing |
| Drawing |
| Drawing |
| E |
| Earthquake Loads (Feature 106) |
| Eccentric Axial Load Notes In Analysis Results and Diagram (Change 46) |
| Edit Menu |
| Effect of Point Loads on Vertical Reactions in Analysis Table (Change 38) |
| Engineering Assumptions |
| Engineering Design |
| Engineering Design |
| Engineering Design |
| Engineering Design |
| 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 |
| For Systems Administrators |
| G |
| General Information |
| General Program Operation |
| Generated Load Combinations |
| Glulam |
| Graphics |
| Graphics |
| Graphics |
| Gridpoint Elevations |
| H |
| Help Documentation |
| I |
| IBC 1604.3 - Deflection Load Combinations |
| IBC 1604.3 Notes |
| I-Joists |
| Input |
| Input |
| Input |
| Input and Output |
| Installation and General Program Operation |
| Installation Procedure |
| International Building Code (IBC) |
| J |
| Joist and Beam Reactions |
| Joist Area Supports |
| L |
| Level Control in Toolbar (Change 39) |
| License Deployment |
| Licensing and Registration |
| Load Combination Description in Deflection Diagram (Bug 2134) |
| Load Combinations |
| Load Input |
| Load Input |
| Load Input |
| Load Settings and Options |
| Load Settings and Options |
| Load Settings and Options |
| Load View Checkboxes in Points of Interest View (Bug 2051) |
| Loads after Insertion of Level (Bug 2152) |
| Loads Analysis |
| Loads Analysis |
| Loads Analysis |
| Loads Analysis and Design |
| Loads and Analysis |
| Loads and Analysis |
| Loads and Analysis |
| Loads and Analysis |
| Loads and Loads Analysis |
| Loads and Loads Analysis |
| Loads and Loads Analysis |
| Long Term Factor from NDS 3.5.2 (Changes 29-33, 34) |
| Lumber |
| Lumber n-ply Stud database for Walls (Feature 33) |
| M |
| Material and Component Databases |
| Materials |
| Materials |
| Materials |
| Materials and Database |
| Materials and Database |
| Materials and Database |
| Materials and Databases |
| Materials Database |
| Materials Database |
| Materials Database |
| Materials Database |
| Maximum Shear in the Span of Member Warning (Bug 2172) |
| Member Description (Feature 45) |
| Member Design |
| Menu: Settings Menu |
| Menus and Commands |
| Menus, Toolbars, and File Operations |
| Mode Menu |
| Mode: Beam |
| Mode: Column |
| Mode: Concept |
| Multi-ply Width Output (Feature 90) |
| N |
| National Design Specification (NDS) |
| NDS 1.4 - Design Loads |
| NDS 10.3 - CLT Adjustment Factors |
| NDS 10.4.1 - CLT Stiffness |
| NDS 15.2 and 15.3 - Spaced and Built-up Columns |
| NDS 15.4 - Wood Columns with Side Loads and Eccentricity |
| NDS 16 - Fire Design |
| NDS 2.3 - General Adjustment Factors |
| NDS 3.1.2 - Net Section Area |
| NDS 3.10 - Design for Bearing |
| NDS 3.2 - Bending Members - General |
| NDS 3.3 - Bending Members - Flexure |
| NDS 3.4 - Bending Members - Shear |
| NDS 3.5 - Bending Members - Deflection |
| NDS 3.6 , 3.7 and C3.7.1 - Compression Members and Solid Columns |
| NDS 3.8 Tension Members |
| NDS 3.9 - Combined Bending and Axial Loading, and Biaxial Bending |
| NDS 4.3 - Adjustment Factors (Sawn Lumber) |
| NDS 4.4 and 5.4- Special Design Considerations |
| NDS 5.3, Supplement Tables 5A-5D - Glulam Adjustment Factors |
| NDS 7 - Wood I-Joists |
| NDS 8 - Structural Composite Lumber |
| NDS Appendix D and Supplement Table 5- Glulam E'min |
| NDS C15.4 - CLT Combined Axial and Bending |
| NDS C3.7.1 - Alternative Stability Factor for CLT Wall Panels |
| Network Installations |
| Notch Points of Interest (Change 55) |
| Number of Deflection Points (Change 50) |
| Number of Shear and Bending Moment Points (Change 51) |
| O |
| O86 A.8.5.3 - Vibration |
| Oblique Loading |
| Order of Beam and Column Mode Preference Settings (Change 52) |
| Other Changes |
| Other Engineering Design |
| Output |
| Output |
| Output |
| Output |
| Output |
| Output and Drawings |
| P |
| Pattern Loading |
| Plank Design |
| Points Of Interest |
| Previous Versions |
| PRG 320 Table A-1 - Strength Properties |
| PRG 320 Table A-2 and O86 8.4.3.1 - Bending Moment Resistance |
| PRG 320 Table A-2 and O86 8.4.4.2 - Shear Resistance |
| Program Operation |
| Program Operation |
| Program Operation |
| Program Operation |
| Program Operation |
| Program Operation |
| Program Operation |
| Project Information |
| Project Management in Project Dialog |
| R |
| Removal of References to AF&PA (Change 54) |
| Removal of UBC (Change 61) |
| Reset Original Settings |
| Results Output |
| Results Output and Diagrams |
| 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 |
| SDPWS 3.1.1.1 - Repetitive Member Factor for Wind Loads on Wall Studs |
| Self-weight |
| Separate Settings for Individual Open Files (Change 49) |
| Service Conditions on Import from Concept to Beam Mode (Bug 2181) |
| Setting that can be different for each file |
| Settings Input |
| Settings that are the same for each file |
| Settings: Company information |
| Settings: Default Values |
| Settings: Design |
| Settings: Design Notes |
| Settings: Format |
| Settings: Preferences |
| Settings: Project Information |
| Settings: View |
| Shear Diagram with Notches (Change 57) |
| Sizer 10 |
| Sizer 10.1 – January 14, 2013 – Design Office 10, Service Release 2 |
| Sizer 10.2 – Sept 23, 2014 – Design Office 10, Service Release 3 |
| Sizer 10.4 – August 20, 2015 – Design Office 10, Service Release 4 |
| Sizer 10.41 – October 8, 2015 - Design Office 10, Service Release 4a |
| Sizer 10.42 - October 25, 2015 - Design Office 10, Service Release 4b |
| Sizer 11 |
| Sizer 11.1 |
| Sizer 11.2 |
| Sizer 11.3 |
| Sizer 2019 |
| Sizer 2019, Update 1 |
| Sizer 8 |
| Sizer 8.1 USA Service Release |
| Sizer 8.2 USA Service Release |
| Sizer 9 |
| Sizer 9.01 Hot fix |
| Sizer 9.1 Service Release |
| Sizer 9.11 Service Release Patch |
| Sizer 9.12 Service Release Patch |
| Sizer 9.13 Service Release Patch |
| Sizer 9.14 Service Release Patch |
| Sizer 9.15 Service Release Patch |
| Sizer 9.16 Service Release Patch |
| Sizer 9.1-9.3 Service Releases |
| Sizer 9.2 Service Release |
| Sizer 9.21 Stand-alone Service Release |
| Sizer 9.22 and 9.23 Hot fixes |
| Sizer 9.24 Hot fix |
| Sizer 9.3 Service Release |
| Sloped Beam Loads Drawing (Feature 146) |
| Sloped Member Load Direction and Projection |
| Sloped Members |
| Special Design Provisions for Wind and Seismic |
| Status Bar |
| Structural Analysis |
| Structural Composite Lumber (SCL) |
| Structural Stability |
| Supports, Bearing, and Design Spans |
| System Requirements |
| T |
| Technical Support and Training |
| Text Output |
| Timber |
| Tool Bar |
| Transfer Members |
| U |
| Uninstall |
| User-defined Default Loads |
| V |
| Validating Partial Line Loads (Change 44) |
| Versions |
| Vertical Reaction Table for Concentrated Load (Bug 2141) |
| View Menu |
| W |
| Wall Supports |
| Warning message on Save as Default and Restore Factory Settings (Change 47) |
| Warning on Deletion or Insertion of Level (Change 40) |
| Welcome to Sizer |
| Workspace (project) file (Feature 39) |