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Stud Wall Design - Exterior Bearing Wall <br /> Based on 2015 NDS Combined Axial and Bending Formula and 2015 IBC: <br /> [tc/f-c']` +tblb0.1-(tc/FCE)] < 1 in which: FCE = 0.822Emin7(4/d)` <br /> QTY. Stud Size Species/Grade Spacing <br /> Stud Information: 1 2x6 V Hem Fir#2 ' ', @ 24 in. oc. <br /> Plate Material: Hem Fir#2 V <br /> D Include Fire Rating <br /> Wall Height: 9.0 ft <br /> Axial Dead Load: 180 plf <br /> Axial Live Load: 0 plf <br /> Axial Snow Load: 150 plf <br /> Allowable Wind Pressure (0.6W): 21.2 psf <br /> Allowable Seismic Pressure (0.7E): 4.0 psf <br /> Deflection Criteria: L/ 240 <br /> STUD CHECKS DCR <br /> ee/d 20 OK <br /> D + L 0.05 OK <br /> D + S 0.10 OK <br /> D + 0.6W 0.35 OK <br /> D + 0.7E 0.07 OK <br /> D + 0.75[L + S + 0.6W] 0.28 OK <br /> D + 0.75[L + S + 0.7E] 0.06 OK <br /> Wind Deflection** AW= 0.16 0.36 OK L/ 666 <br /> Seismic Deflection Ae = 0.04 0.10 OK L/ 2472 <br /> Plate Crushing 0.16 OK <br /> *Spreadsheet assumes Cm and Ct= 1.0. <br /> **Wind deflection has been multiplied by 0.7 in accordance with IBC Table 1604.3 footnote f <br />