Which adjustment factor is NOT used for determining the adjusted flexure capacity of a Gulam beam?

The column stability factor is not applied in calculating the adjusted flexure capacity of a Glulam beam because it primarily pertains to the stability of columns under axial loads and does not influence the bending capacity of beams. The adjusted flexure capacity of a Glulam beam is instead affected by factors that reflect the performance of the beam under bending loads, environmental conditions, and the characteristics of the load applied.

Load duration factors, for instance, account for the effects of varying loading durations on material strength. Moisture content factors consider the impact of moisture levels on the material properties of wood, which is essential for Glulam beams since wood is hygroscopic. The flat use factor is used to address the effects of the way beams are installed and oriented, which can also affect their bending capacity. Understanding these relevant factors is crucial for accurately assessing the structural performance of Glulam beams in real-world applications.