Given: The glulam column in Fig. 7.D with the following information: The minimum eccentricity described in Sec. 7.16 is to be considered. The member is a bending combination 24F-1.8E glulam. The...

Given: The glulam column in Fig. 7.D with the following information:

The minimum eccentricity described in Sec. 7.16 is to be considered. The member is a bending combination 24F-1.8E glulam. The column effective length factor is

Find:

a. Using ASD, is the column adequate to support the design loads?

b. Using LRFD, is the column adequate to support the factored design loads?

Fig. 7.D