Contents

 
 Welcome to Shearwalls
Expand General Information
Collapse Settings
    Company Information Settings
    Project Information
   Expand Default Settings
   Collapse Design Settings
      Expand Design Procedures
       Forces Based On...
      Collapse Shear Wall Rigidity
         Expand Distribute Forces to Segments based on Rigidity
          For Torsional Distribution to Shear Lines
       Ignore Non-wood-panel Contribution
       Same Materials on Shear Line
       Service Conditions
       Allow 3.5:1 Aspect Ratio
       Shear Line Offsets
       Linearize Deflection Equation
       Height for Wind Classification
       Always Use DF Plywood Specific Gravity
   Expand Hold-down Settings
    Format Settings
    Plan and Elevation View Settings
    Options Settings
    Loads and Forces Settings
    License Management Settings
Expand Building Structure
Expand Shear Walls and Shear Lines
Expand Loads
Expand Load Generation
Expand Shear Force Distribution
Expand Overturning Restraint
Expand Deflection Analysis
Expand Shear Wall Design
Expand Collector Forces
Expand Version History
 Index