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 Welcome to Shearwalls
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   Collapse Design Settings
      Expand Design Procedures
       Forces Based On...
      Collapse Shear Wall Rigidity
          For Torsional Distribution to Shear Lines
         Collapse Distribute Forces to Segments based on Rigidity
             Design Force in Walls and Segments
       Ignore Non-wood-panel Contribution
       Same Materials on Shear Line
       Service Conditions
       Shear Line Offsets
       Linearize Deflection Equation
       Height for Wind Classification
       Always Use DF Plywood Specific Gravity
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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
 Index
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