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ARCHITECT JOB <br />ENGR. MC DATE:0.00 SHEET NO. <br />TAG:X1.1 ( 6.10 ft),X1.2 ( 4.50 ft) <br />FORCE: <br />SEISMIC GOVERNS <br />=:((0.6-.14SDS) D + 0.7 E <br />SDS : 1.18 <br />SHEAR STRESS <br />X1.1 :L1=ft v=lbs =plf <br />X1.2 :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= 1.33 OK <br />WALL:psf x ft =plf <br />w =plf Vallow= 340 PLF <br />MR=x 6.10 ^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= 1.80 OK <br />WALL:psf x ft =plf <br />w =plf Vallow= 340 PLF <br />MR=x 4.50 ^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 />10.60 <br />SHEARWALL CALCULATIONS <br />1.69 <br />6.10 1690 159 <br />180 <br />4.50 10.60 <br /> <br /> 7.9 <br />Tributary <br />10.60 <br />WALL:X1.1 <br />1.69 6.10 <br />T= 7.9 5.76 0.88 <br />HDU2 <br />16 8 130 <br />310 <br />X1.2 <br />1.69 4.50 <br />HDU2 <br />310 <br />0.310 3.13 <br />5.81 <br /> <br />Tallow= <br />16 8 130 <br />180 <br />3.08 <br />Unit load <br />WALL: <br />Tributary <br />5.81 <br />Tallow=3.08 <br />T= <br />15 <br />3.13 0.99 <br />April 22, 2025 <br />4.50 <br />12 <br />10.60 <br />6.10 <br />0.310 5.76 <br />Unit load <br />15 12 <br />49