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ARCHITECT JOB <br />ENGR. MC DATE:0.00 SHEET NO. <br />TAG:Y2.1 ( 3.75 ft),Y2.2 ( 11.50 ft) <br />FORCE: <br />SEISMIC GOVERNS <br />=:((0.6-.14SDS) D + 0.7 E <br />SDS : 1.18 <br />SHEAR STRESS <br />Y2.1 :L1=ft v=lbs =plf <br />Y2.2 :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= 2.16 0.98 <br />WALL:psf x ft =plf <br />w =plf Vallow= 340 x 0.98 =PLF <br />MR=x 3.75 ^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= 0.70 OK <br />WALL:psf x ft =plf <br />w =plf Vallow= 340 PLF <br />MR=x 11.50 ^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 />15.25 <br />SHEARWALL CALCULATIONS <br />1.99 <br />3.75 1990 130 <br />60 <br />11.50 15.25 <br /> <br /> 4.0 <br />Tributary <br />15.25 <br />WALL:Y2.1 <br />1.99 3.75 <br />T= 4.0 1.33 0.90 <br />HDU2 <br />16 8 130 <br />333190 <br />Y2.2 <br />1.99 11.50 <br />HDU2 <br />190 <br />0.190 12.54 <br />12.16 <br /> <br />Tallow= <br />16 8 130 <br />60 <br />3.08 <br />Unit load <br />WALL: <br />Tributary <br />12.16 <br />Tallow=3.08 <br />T= <br />15 <br />12.54 0.58 <br />April 22, 2025 <br />11.50 <br />4 <br />15.25 <br />3.75 <br />0.190 1.33 <br />Unit load <br />15 4 <br />53