The Design Procedures box contains choices governing the analysis and design methodologies used.
In This Section
Wind Load Design Procedure
Design Options
Identical Materials and Construction on Shear Line
See Also
Design Settings
Local Building Code Capacity Modification
Forces Based On...
Out-of-plane Sheathing Assumptions
Rigidity for Shear Force Distribution
Ignore Non-wood-panel Contribution
Low-rise Height-to-width Limit Based on...
Service Conditions
FTAO Wall Continuous Strap
Allow 3.5:1 Aspect Ratio
Shear Line Offsets
SDPWS Deflection Equation
Perforated Shear Wall Co Factor (Versions 11 and 12)
Wind Serviceability - ASCE 7 CC.2.2
