Previous Topic

Next Topic

Book Contents

Book Index

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

NDS Glulam Tables 5A to 5D are not consistent with Appendix D with respect to the calculation procedure for E'min, the modulus of elasticity used for the beam stability factor CL. The NDS Tables use the equation in D-4 in NDS appendix D with a value of 1.03 to convert E' to E'min, that is, they do not use the 1.05 value for glulam specified there. The program uses the correct 1.05 value, creating a small discrepancy between the lateral stability calculated using the published table values and the Sizer Software.

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 7 - Wood I-Joists

NDS 8 - Structural Composite Lumber

NDS 10.3 - CLT Adjustment Factors

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