A diaphragm in a lightβframe wall resists lateral loads by transferring shear forces through the sheathing panels to the surrounding framing. The effectiveness of this action is quantified by the diaphragmβs shear stiffness, which depends on the material properties of the sheathing and the geometry of the panel.
The shear stiffness per unit width of a panel is proportional to the shear modulus of the sheathing material (Gs) and the thickness of the sheathing (t). Because the load is carried by the studs, the spacing between studs (s) reduces the effective shear area, making the stiffness inversely proportional to s.
For a panel of total width b, the overall diaphragm shear stiffness K (N/m) can be expressed as the product of the perβunitβwidth stiffness and the panel width. This relationship is captured in the formula below, which is the basis for the calculator.
What is the formula for calculating shear stiffness per unit width of a panel?
How does the geometry of the panel affect its shear stiffness?
What is the role of the diaphragm in a light-frame wall?
How does the material properties of the sheathing affect its performance?
Can this calculator be used for any type of wall construction?
What factors should be considered when selecting the sheathing material for a diaphragm?
How does the shear stiffness of a diaphragm impact the overall structural integrity of a building?
Results are for informational purposes only and do not constitute professional advice.
