Previous Topic

Next Topic

Book Contents

Book Index

CLT Handbook 3.3.1 and O86 8.4.3.2 - Effective Shear Modulus Ga

In this equation effective shear modulus GAeff is calculated using the Shear Analogy Method, given in O86 8.4.3.2 and. CLT Handbook 3.3.1, Equation 25.

GAeff = a2 / b ∑ α i t i / Gi

where the summation i is over all the layers and

Double Outermost Layers

Double outermost layers are treated as a single layer in this calculation.

See Also

CLT Design - PRG 360, FPInnovations Handbook, and CSA O86

PRG 320 Table A-1 - Strength Properties

CLT Handbook 3.3.1 and O86 8.4.3.2 - Effective Stiffness

PRG 320 Table A-2 and O86 8.4.3.1 - Bending Moment Resistance

PRG 320 Table A-2 and O86 8.4.4.2 - Shear Resistance

CLT Handbook 8, 4.1.4.1 - Axial Design for Wall Panels

O86 A.8.5.3 - Vibration