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ARCHITECT JOB <br />ENGR. MC DATE:0.00 SHEET NO. <br />TAG:X2.1 ( 12.10 ft),X2.2 ( 14.42 ft) <br />FORCE: <br />SEISMIC GOVERNS <br />=:((0.6-.14SDS) D + 0.7 E <br />SDS : 1.18 <br />SHEAR STRESS <br />X2.1 :L1=ft v=lbs =plf <br />X2.2 :L2=ft ft <br /> <br /> <br />Ltotal=ft <br />OVERTURNING <br />height= 8.10 ft <br /> <br />MOT=x x 8 = <br /> <br />ROOF:psf x ft =plf h/w= 0.67 OK <br />WALL:psf x ft =plf <br />w =plf Vallow= 340 PLF <br />MR=x 12.10 ^2/2 =k-ft USE: <br />TYPE 6 SHEARWALL <br />- 0.43 x =kips <br />kips OK USE:4 x 4 POST w/H.D. <br />height= 8.10 ft <br />MOT=x x 8 = <br /> <br />ROOF:psf x ft =plf h/w= 0.56 OK <br />WALL:psf x ft =plf <br />w =plf Vallow= 340 PLF <br />MR=x 14.42 ^2/2 =k-ft USE: <br />TYPE 6 SHEARWALL <br />- 0.43 x =kips <br />kips OK USE:4 x 4 POST w/H.D. <br /> <br />26.52 <br />SHEARWALL CALCULATIONS <br />4.35 <br />12.10 4350 164 <br />75 <br />14.42 26.52 <br /> <br /> 16.1 <br />Tributary <br />26.52 <br />WALL:X2.1 <br />4.35 12.10 <br />T= 16.1 14.98 0.79 <br />HDU2 <br />16 8 130 <br />205 <br />X2.2 <br />4.35 14.42 <br />HDU2 <br />205 <br />0.205 21.27 <br />19.16 <br /> <br />Tallow= <br />16 8 130 <br />75 <br />3.08 <br />Unit load <br />WALL: <br />Tributary <br />19.16 <br />Tallow=3.08 <br />T= <br />15 <br />21.27 0.69 <br />April 22, 2025 <br />14.42 <br />5 <br />26.52 <br />12.10 <br />0.205 14.98 <br />Unit load <br />15 5 <br />50