| A |
| Accept Design |
| All-heights Method |
| Allow 3.5:1 Aspect Ratio |
| Allowable Drift |
| Always Use DF Plywood Specific Gravity |
| Anchorage Deflection |
| Application Data |
| Applied Shear vs Shear Capacity |
| Area Elements |
| Asymmetric End Studs |
| B |
| Base Shear Increase for 5- and 6-Storey Buildings |
| Base Shear V |
| Bending Capacity of Sheathing |
| Block Creation Strategy |
| Block Operation |
| Blocks and Levels |
| Bolt-hole Tolerance and Other Components |
| Building Mass Generation |
| Building Masses |
| Building Masses |
| Building Masses |
| Building Masses vs. Dead Loads |
| Building Model and Shearwall Design |
| Building Model Assumptions |
| Building Structure |
| C |
| CAD Import |
| Collector Force Location |
| Collector Forces |
| Combined Shear and Nail Slip Deflection |
| Company Information Settings |
| Component and Cladding Design for Out-of-Plane Wind Loads |
| Component and Cladding Loads |
| Component and Cladding Loads |
| Component and Cladding Loads |
| Component and Cladding Loads |
| Component and Cladding Wind Loads |
| Convergence of Continuous Deflections |
| Creating and Changing Walls |
| Crushing |
| CSA O86 Provisions |
| D |
| Dead and Wind Uplift Components |
| Dead Load Completely Counteracts Overturning |
| Dead Load Component |
| Dead Load Does Not Completely Counteract Overturning |
| Dead Load Generation |
| Dead Loads |
| Dead or Wind Uplift Load Concentrated at End Chords |
| Default Settings |
| Deflection Analysis |
| Deflection Analysis and Shearwall Design |
| Deflection Equation and Components |
| Deflection of Non-wood/Proprietary Walls |
| Deflection of Two-Sided Shear Wall |
| Deflection of Unblocked Walls |
| Deployment on Multiple Computers |
| Design By Wall Type |
| Design Cases |
| Design Codes and Standards |
| Design Criteria |
| Design for Compression Forces |
| Design for Unknown Parameters |
| Design Force in Walls and Segments |
| Design Iterations |
| Design Iterations per Level |
| Design Options |
| Design Output |
| Design Procedures |
| Design Processing Time |
| Design Properties |
| Design Provisions |
| Design Results |
| Design Results Output |
| Design Settings |
| Design Summary |
| Detailed Analysis and Design |
| Detailed Seismic Load Generation Output |
| Detailed Shear Wall Design Output |
| Detailed Torsional Analysis Output |
| Detailed Wind Load Generation Output |
| Diaphragm Flexibility Cases |
| Diaphragm Options |
| Different Blocks along Same Building Face |
| Direct Shear Forces |
| Displacement and Capacity Components |
| Dissimilar Materials on Shear Line |
| Distribute Forces to Segments based on Rigidity |
| Distribution of Dead And Wind Uplift Loads to End Chords |
| Drag Strut Forces |
| E |
| Eccentric Ridge Lines |
| Editing Building Masses |
| Elevation View |
| Elevation View |
| Elevation View |
| Elongation |
| End Chord Bending Deflection |
| Exposure Factor |
| Extending Walls Upwards |
| F |
| Factors Applied to Shear Line Forces |
| Fastener Sizes |
| Fastener Spacing |
| Fasteners |
| Fasteners |
| Fasteners |
| First Level Walls |
| Flexible Diaphragm Distribution |
| Flexible Diaphragm Vertical Transfer |
| Floor, Ceiling, and Flat Roof Mass Generation |
| For Systems Administrators |
| For Torsional Distribution to Shear Lines |
| Force Components |
| Force Distribution to Equalize Deflections |
| Force Distribution within Shear Line |
| Force Locations |
| Force Modification Factors Ro and Rd |
| Force Offset |
| Forces Based On... |
| Format Settings |
| Framing Input |
| Framing Materials |
| Full and Partial Wind Loading |
| G |
| General Information |
| Gust Effect Factor |
| Gypsum Wallboard Requirements |
| Gypsum Wallboard Vrs |
| H |
| H/D Ratio for Multiple Blocks |
| Height for Wind Classification |
| Height-to-width Ratio |
| Help Documentation |
| HIgher Mode Factor Mv |
| Highly Variable and Zero Forces on Segments |
| Hip Roofs |
| Hold-down and Compression Design |
| Hold-down and Compression Forces |
| Hold-down and Compression Forces |
| Hold-down and Compression Forces |
| Hold-down Configuration |
| Hold-down Connection Assembly |
| Hold-down Connections |
| Hold-down Data Group |
| Hold-down Database |
| Hold-down Database Editor |
| Hold-down Design |
| Hold-down Displacement |
| Hold-down Displacement Parameters |
| Hold-down Effect Factor Jhd |
| Hold-down Input |
| Hold-down Offset |
| Hold-down Selection |
| Hold-down Settings |
| Hold-downs versus Anchorages |
| I |
| Ignore Non-wood-panel Contribution |
| Importance Category |
| Importance Category and Factor |
| Initial Design for Torsional Irregularity |
| Input and Program Operation |
| Installation Procedure |
| Internal Pressure |
| Irregularities |
| Irregularity Analysis |
| Irregularity Table in Design Results |
| Iteration to Determine Rigidity |
| L |
| Lateral Loads on Sloped Roofs |
| Leeward vs Windward Loads |
| Levels |
| License Deployment |
| License Management Settings |
| Licensing and Registration |
| Linearize Deflection Equation |
| Load and Force Distribution |
| Load Cases |
| Load Cases and Factors |
| Load Distribution to Shear Lines |
| Load Generation |
| Load Generation and Distribution |
| Load Generation Assumptions |
| Load Generation Options |
| Load Generation Process |
| Loads |
| Loads and Forces Settings |
| Low-rise Method |
| M |
| Managing the View |
| Material Abbreviations |
| Material and Component Databases |
| Maximum Percentage Gypsum Wallboard |
| Member Dimensions |
| Mid-rise Wood Construction |
| Multiple Blocks |
| N |
| Nail Resistance Nu |
| Nail Slip Deflection |
| Nail Withdrawal Capacity |
| NBC 2015 – Seismic Load Generation |
| NBC 2015 – Wind Load Generation |
| NBC 2015 and CSA O86-14 Updates 1 and 2 - General |
| NBC Provisions |
| Network Installations |
| Non-Convergence due to Dead Load Counteracting Force |
| Non-ductile Design Modes |
| Non-shearwalls |
| Non-wood/Proprietary Walls |
| Non-wood/Proprietary Walls |
| Non-Wood/Proprietary Walls |
| Non-Wood/Proprietary Walls |
| O |
| Openings |
| Openings |
| Openings |
| Options |
| Options Settings |
| Other Load Types, Upper Levels, and Adjacent Openings |
| Other Provisions |
| Other Seismic Load Generation |
| Other Wind Load Generation |
| Overcapacity Coefficent |
| Overhangs |
| Override Hold-down Displacement Properties |
| Overturning Force Calculation |
| Overturning Reduction Factor J |
| Overturning Restraint |
| P |
| Panel Shear Deflection |
| Period Ta |
| Physical Parameters |
| Plan and Elevation View Settings |
| Plan View |
| Plan View |
| Plan View |
| Plan View |
| Previous Versions |
| Program Operation |
| Project and Structural Data |
| Project File Backup |
| Project Information |
| Projected Area |
| Provisions Not Implemented |
| R |
| Restrictions and Warnings |
| Restrictions and Warnings |
| Restrictions and Warnings |
| Ridge Information |
| Rigid Diaphragm Analysis |
| Rigid Diaphragm Distribution |
| Rigid Diaphragm Vertical Transfer |
| Roof and Snow Mass Generation |
| Roof Construction |
| Roof Creation |
| Roof Geometry |
| Roofs |
| S |
| Same Materials on Shear Line |
| Seismic Design Considerations |
| Seismic Drag Strut Force Amplification |
| Seismic Load Generation |
| Seismic Loads |
| Seismic Overturning Force Amplification |
| Seismic Site Information |
| Self Weights |
| Service Conditions |
| Settings |
| Shear Force Distribution |
| Shear Force Distribution Methods |
| Shear Force in Sheathing |
| Shear Forces on Shear Line |
| Shear Line Offsets |
| Shear Lines |
| Shear Loads |
| Shear Overturning Component |
| Shear Wall Design |
| Shear Wall Design Data |
| Shear Wall Height |
| Shear Wall Rigidity |
| Shear Walls and Shear Lines |
| Shearwall Resistance Vrs |
| Shearwalls 2020 |
| Shearwalls 2020, Update 1 |
| Shearwalls 2020, Update 2 |
| Shearwalls 2020, Update 3 |
| Shearwalls 2020, Update 4 |
| Shearwalls 2020, Update 4.1 |
| Shearwalls 2025 |
| Shearwalls 2025, Update 1 |
| Sheathing Materials |
| Shrinkage |
| Side Pressures |
| Site Class |
| Site Information |
| Slope Angles |
| Sloped Area Mass Generation |
| Spectral Response Accelerations and Site Coefficients |
| Speed-up over Hills and Escarpments |
| Standard Hold-downs |
| Standard Walls |
| Standard Walls |
| Standard Walls |
| Standard Walls and Wall Design Groups |
| Storey Drift |
| Storey Drift Calculation |
| Structure Input |
| System Requirements |
| System Restrictions |
| T |
| Technical Support and Training |
| Tension vs. Compression Forces |
| Terrain for Exposure Factor |
| Topographic Factor |
| Torsional Analysis Calculations |
| Torsional Analysis for Flexible Diaphragms |
| Torsional Sensitivity |
| Transfer of Accidental Eccentricity |
| Transfer of Inherent Torsion |
| U |
| Unblocked Factor Jus and Unblocked Wall Design |
| Uneven Block Heights |
| Uninstall |
| Use Moment Arm Length In Deflection Calculation |
| User-applied Shear Line Forces |
| User-applied Shear Line Forces |
| User-applied Shear Line Forces |
| User-input Masses |
| V |
| Velocity Pressure |
| Version 10 |
| Version 10.1 |
| Version 10.2 |
| Version 10.3 |
| Version History |
| Vertical Loads |
| Vertical Shear Force Accumulation |
| Vertical Transfer for Flexible Diaphragms with Torsions |
| Vertical Transfer of Dead and Wind Uplift Loads |
| Vertical Transfer of Hold-down and Compression Forces |
| Vertical Transfer of Shear Overturning Component |
| Vhd Calculation and Combining 2-Sided Sheathing |
| Vrs Due to Nail Strength |
| Vrs Due To Panel Buckling Strength |
| W |
| Wall Construction |
| Wall Design Groups |
| Wall Design Iteration |
| Wall Height |
| Wall Height at Gable Ends |
| Wall Mass Generation |
| Wall Material Design |
| Wall Materials |
| Wall or Segment Length |
| Wall Type |
| Wall Types and Materials |
| Walls |
| Warnings and Messages |
| Weights for Seismic Load Generation |
| Welcome to Shearwalls |
| Whole-structure Iterations |
| Width of Reduced Windward Roof Zone 2 |
| Wind Load Design Procedure |
| Wind Load Generation |
| Wind Load Provisions |
| Wind Shear Loads |
| Wind Site Information |
| Wind Uplift Component |
| Wind Uplift Loads |
| Wood Properties and Construction Details for Displacement |
| Wood Shear Walls |
| Wood Shear Walls |
| Wood Shear Walls |
| Worst Case Selection and Design Check |