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NDS 10.3 - CLT Adjustment Factors

Adjustment factors applicable to CLT Design are given in NDS Table 10.3.1:

Table 10.3.1 also includes the following factors which have no effect on CLT floor, roof, or wall panel design in Sizer:

Moisture Factor CM

NDS 10.3.3 says that information on moisture factors is supplied by manufacturers, and as most manufacturers do not recommend wet service, the program assumes dry moisture conditions and a CM = 1.0.

Beam Stability Factor CL

CLT floor and roof panels are continuously laterally supported on both edges, as the one-foot design width is supported by the rest of the panel. CLT wall panels are also continuously supported. Lateral support spacing is considered on the depth d face for wall panels for the CP factor for axial compression, but this is not the direction for lateral support for out-of-plane bending design. The one-foot design width on the b face is continuously supported.

See Also

National Design Specification (NDS)

NDS 1.4 - Design Loads

NDS 3.1.2 - Net Section Area

NDS 2.3 - General Adjustment Factors

NDS 3.2 - Bending Members - General

NDS 3.3 - Bending Members - Flexure

NDS 3.4 - Bending Members - Shear

NDS 3.5 - Bending Members - Deflection

NDS 3.6 , 3.7 and C3.7.1 - Compression Members and Solid Columns

NDS C3.7.1 - Alternative Stability Factor for CLT Wall Panels

NDS 3.8 Tension Members

NDS 3.9 - Combined Bending and Axial Loading, and Biaxial Bending

NDS 3.10 - Design for Bearing

NDS 4.3 - Adjustment Factors (Sawn Lumber)

NDS 4.4 and 5.4- Special Design Considerations

NDS 5.3, Supplement Tables 5A-5D - Glulam Adjustment Factors

NDS Appendix D and Supplement Table 5- Glulam E'min

NDS 7 - Wood I-Joists

NDS 8 - Structural Composite Lumber

NDS 10.4.1 - CLT Stiffness

NDS 15.2 and 15.3 - Spaced and Built-up Columns

NDS 15.4 - Wood Columns with Side Loads and Eccentricity

NDS C15.4 - CLT Combined Axial and Bending

NDS 16, AWC TR 10, and AWC Fire Standard - Fire Design

NDS Appendix N - LRFD Design