Calculate the NDS Interaction Equation 3.9-3 (to 3 decimals) for the exterior load bearing wall subject to combined axial compression (due to D + L,) and bending (due to Wind) for the following conditions: Grade and species: Wall height: Framing size/spacing: Sheathing: Loading type: No. 1 grade, Southern Pine 14'-0" 2x6 studs at 16" O.C. 2x6 bottom plate Double 2x6 Top Plate Each side for weak axis support Dead Roof Live + Wind D = 900 lb/ft L = 750 lb/ft Wind 20 psf on wall surface