Given: The exterior column in Fig. 7.E is a 6 10 Select Structural DF-L. It supports a vertical load due to a girder reaction and a lateral wind force from the horizontal wall framing. The lateral...

Given: The exterior column in Fig. 7.E is a 6

10 Select Structural DF-L. It supports a vertical load due to a girder reaction and a lateral wind force from the horizontal wall framing. The lateral force causes bending about the strong axis of the member, and wall framing provides continuous lateral support about the weak axis. The following values are to be used:

Find:

a. Check the column for combined compression and bending using ASD.

b. Check the column for combined compression and bending using LRFD.

Fig. 7.E