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Fire Design

For glulam design you have a Design Setting choice between CSA O86 Annex B and NBC Appendix D, 2.11.2 for fire design of glulam beams and columns. O86 Annex B is a newer mechanics-based procedure, whereas the NBC approach is an older, empirical method.

One of these methods must be used to be used if the member is required to have a higher fire resistance rating than the 45 minute rating given in 3.1.4.6 for heavy timber construction that permits the use of prescriptive heavy timber provisions in 3.1.4.7.

See Also

Glulam Design

Shear Design

Bending Moment Design

Weak Axis Glulam Design