Contents
Welcome to Shearwalls
General Information
Settings
Building Structure
Shear Walls and Shear Lines
Loads
Load Generation
Shear Force Distribution
Hold-downs
Deflection Analysis
Shear Wall Design
Collector Forces
Index
Version History
Shearwalls 2020 ( Version 11 )
Previous Versions
Version 10
Version 9
Engineering Design
Worst-case Design
Wall Design Groups (Feature 17)
Highlight of Failing Walls (Feature 75)
Design Summary (Feature 138)
500mm Stud Spacing for Unblocked Factor (Feature 173)
Hold-down Offset Subtraction from Overturning Moment Arm (Bug 2731, Change 165)
Hold-down Force Accumulation Tolerance ( Change 169)
Non-convergence of Deflection-based Distribution to Segments (Bug 2770)
Uplift Loads on Walls with Openings (Bug 2744)
Verification of Stable Design in Final Design Check Iteration (Bug 2743)
Selection of Critical Segment in Design for Unknowns (Bug 2730)
Design for Distribution of Forces to Shearwall Segments Based on Rigidity
Output Warnings for Inadequate Stud Thickness for Hold-downs (Bug 2825)
Hold-down Stud Width for Capacity and Elongation (Bug 2826)
Levels and Directions for Out-of-Plane and Weak Storey Seismic Irregularities (Bug 2824)
NBC Terminology (Change 164)
Building Model and Program Operation
Design and Load Distribution Processing Time
Import of Bitmap and PDF Versions of CAD Files (Feature 126)
List of Cities for Default Seismic and Wind Data (Feature 209)
Panel Marking in Sheathing Materials Output (Bug 2808)
CSA O86-14 Design Standard
Version 9.1
Version 9.2
Version 8
Version 7