The Wind and Seismic Bracing Calculator

This interactive tool intends to aid in the design of the minimum braced wall panel length required for the houses based on seismic and wind forces. It is based on requirements from the 2025 National Building Code of Canada.

This tool is intended for use by builders/designers who are experienced and familiar with wall bracing.

This calculator uses the following methods to determine the minimum braced wall panel length in a braced wall band:

Alternative Procedure [NBC Note A-9.23.13.9.(3) and (4)]: This is calculated using the following formulas to calculate the minimum braced wall panel length in a braced wall band for seismic and wind. The formula method will provide exact sizes based on the calculation results.

  • Seismic:
  • Ls = [CSstorey x Cwalls + Croof x S (= (Cb x Ss + Sr) ÷ 1.5)] x KSframe x Smax x Kweight x Kspacing x KSnumber x Kgyp x Ksheath
  • Wind:
  • Lw = CWstorey x KWframe x RHWP x Kexp x Kroof x KWspacing x KWnumber x Kgyp x Ksheath

Table Method [NBC 9.23.13.9]: This calculator also uses a table method to determine the minimum braced wall panel length, found within NBC 9.23.13.9.

STEP 1: INFORMATION

Project Information

  • Please enter the project name.
  • Please enter the project name.
  • Please enter the project name.

What load will you be calculating?

Choose or enter information

Please choose or enter all items indicated in *.

  • Please select a location or enter a custom location.
  • Enter a number for 1 in 500 year hourly wind pressure or choose the default value from the dropdown.

    As per NBC 9.23.13.9, HWP shall not be greater than 1.2 kPa.

  • Select a basic snow load roof factor (Cb).
  • Enter a number for 1 in 50 ground snow load (Ss) or choose the default value from the dropdown.
  • Enter a number for 1 in 50 rain load (Sr) or choose the default value from the dropdown.
  • Enter a number for Specified Snow Load or choose the default value from the dropdown.
  • Enter a number for Smax or choose the default value from the dropdown.

    As per NBC 9.23.13.9, Smax for Site Class C shall not be greater than 2.6.

    As per NBC 9.23.13.3, braced wall bands cannot be designed with NBC Part 9 for Extreme Wind and Seismic Forces. This is beyond the scope of this tool.