| A |
| Adjustment to Reactions |
| Allowable Configurations |
| Application Data |
| Application of Design Code Provisions |
| Approximate Method when Designing for Unknown Parameters |
| ASCE 7 Provisions |
| ASD Load Combinations |
| Axial CLT Fire Design |
| B |
| Beam and Joist Hanger Database and Design (Feature 226) |
| Beam Stability Factor |
| Beam Supports |
| Bearing Design |
| Bearing Design - Beams, Joists and Floor/ Roof Panels |
| Bearing Design - Columns and Walls |
| Bending Moment Design |
| Bending Moment Resistance for FIre Reduced Sections |
| Bug Fixes and Minor Changes |
| Built-up Members |
| C |
| Cantilever Deflection |
| CLT Design |
| CLT Handbook 8, 4.1.4.1 - Axial Design for Wall Panels |
| CLT Layer Orientation and Design Axes |
| Column and Wall Assumptions |
| Column Supports |
| Concentrated Loads |
| Concept Mode |
| Concept Mode Operation |
| Context Menus |
| Control Bars |
| 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 Sizes (b x d) |
| D |
| Data Bar |
| Data Input |
| Deflection Criteria |
| Deflection Design |
| Deflection Limits |
| Deflection Options |
| Deflection Output |
| 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 Criteria |
| Design Groups |
| Design Menu |
| Design Procedure |
| Design Spans and Iterative Design |
| Designing for Unknowns |
| Direction and Intensity of Loads |
| E |
| Edit Menu |
| Effective Shear Modulus GAeff |
| Effective Stiffness EIeff |
| Effective Stiffness for Fire-reduced Sections |
| Engineering Assumptions |
| Engineering Design |
| Engineering Design |
| Engineering Design |
| Engineering Design |
| Engineering Design |
| Error Messages |
| F |
| File Extensions |
| File Menu |
| Fire Design |
| Fire Design |
| Fire Design |
| Floor Vibration |
| For Systems Administrators |
| Format Conversion Factor Kf and Resistance Factor φ |
| G |
| General Information |
| Glulam |
| Graphics |
| Graphics |
| Graphics |
| Gridpoint Elevations |
| H |
| Help Documentation |
| I |
| IBC 1604.3 - Deflection Load Combinations |
| IBC Provisions |
| I-Joist Design |
| I-Joists |
| Input and Interpretation of Loads |
| Input and Output |
| Input of Lateral Support |
| Installation Procedure |
| International Building Code (IBC) |
| J |
| Joist and Beam Reactions |
| Joist Area Supports |
| L |
| Lateral Support |
| Lateral Support at Points of Bearing |
| License Deployment |
| Licensing and Registration |
| Load Combinations |
| Load Combinations for Deflection |
| Load Input |
| Load Options |
| Loads and Analysis |
| Loads and Analysis |
| Loads and Analysis |
| Loads and Loads Analysis |
| Loads and Loads Analysis |
| Loads and Loads Analysis |
| LRFD Load Combinations |
| Lumber |
| M |
| Material and Component Databases |
| Materials |
| Materials and Database |
| Materials and Database |
| Materials and Database |
| Materials Database |
| Materials Database |
| Materials Database |
| Material-specific Design |
| Member Design |
| Menu: Settings Menu |
| Menus and Commands |
| Mode Menu |
| Mode: Beam |
| Mode: Column |
| Mode: Concept |
| 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, AWC TR 10, and AWC Fire Standard - 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 Appendix N - LRFD Design |
| NDS C15.4 - CLT Combined Axial and Bending |
| NDS C3.7.1 - Alternative Stability Factor for CLT Wall Panels |
| NDS Provisions |
| Network Installations |
| Notches |
| O |
| Oblique Loading |
| Older Versions |
| Other Changes |
| Other Engineering Design |
| Output |
| 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 |
| R |
| Reset Original Settings |
| Rules for Supporting Building Members |
| S |
| Save Default Settings |
| Save to Project File |
| SCL Design |
| SCL Shear Deflection |
| SDPWS 3.1.1.1 - Repetitive Member Factor for Wind Loads on Wall Studs |
| Self-weight |
| Settings: Company information |
| Settings: Default Values |
| Settings: Design |
| Settings: Design Notes |
| Settings: Format |
| Settings: Preferences |
| Settings: Project Information |
| Settings: View |
| Shear Deflection |
| Shear Deflection |
| Shear Deflection |
| Shear Design |
| Shear Stiffness and Shape Factor |
| 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 2019, Update 2 |
| Sizer 2019, Update 3 |
| Sizer 2019, Update 4 |
| Sizer 2023 |
| Sloped Beam Loads Drawing (Feature 146) |
| Sloped Member Load Direction and Projection |
| Sloped Members |
| Span Table Generation |
| Special Design Provisions for Wind and Seismic |
| Status Bar |
| Strength and Resistance |
| Structural Analysis |
| Structural Composite Lumber (SCL) |
| Structural Stability |
| System Requirements |
| T |
| Technical Support and Training |
| Text Output |
| Timber |
| Time-effect Factor |
| Tool Bar |
| Transfer Members |
| U |
| Uninstall |
| Unsupported Length lu |
| V |
| Versions |
| Vibration |
| View Menu |
| W |
| Wall Supports |
| Welcome to Sizer |