Question: Problem # 2 : Use the NDS specification provisions to find the axial compressive allowable capacity of the 2 6 column section shown. The column

Problem #2:
Use the NDS specification provisions to find the axial compressive allowable capacity of the 26 column section shown. The column is unbraced with respect to the strong axis and braced at mid-span with respect to the weak axis. The wood is construction grade D-FL. Normal temperature and moisture content apply. The column is to be used during construction, so the load is due to dead and construction loads (CD=1.25).
Problem # 2 : Use the NDS specification

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