Index
A
B
C
D
E
F
G
H
I
J K
L
M
N
O
P
Q
R
S
T
U
V
W
X Y Z
A
Accept Design
All-heights Method
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
Effects of Wind Uplift, Upper Levels, and Adjacent Openings
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
Future Version 1
Future Version 2
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 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
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
O
Openings
Openings
Openings
Options
Options Settings
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
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 Forces
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