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ARCHITECT JOB <br />ESTRUCTURA USA, INC. <br />1205 Pine Avenue, Suite 201 <br />ENGR. MC Long Beach, CA 90813 25-181 SHEET NO. <br />TAG:Y2.1 ( 3.08 ft),Y2.2 ( 3.91 ft) <br />FORCE: <br />SEISMIC GOVERNS <br />F2=kips Load Comb.:(0.6-.14SDS)D + 0.7 E <br />SDS= 1.29 <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= 8.00 ft <br />MOT=x x 8 = <br /> <br />ROOF:psf x ft =plf h/w= 2.60 2w/h factor= 0.93 <br />WALL:psf x ft =plf <br />w =plf Vallow=340 x 0.93 =PLF <br />MR=x 3.08 ^2/2 =k-ft USE: <br />TYPE 6 SHEARWALL <br />- 0.42 x =kips <br />kips OK USE:4 x 4 POST w/H.D. <br />height= 8.00 ft <br />MOT=x x 8 = <br />ROOF:psf x ft =plf h/w= 2.05 2w/h factor= 0.99 <br />WALL:psf x ft =plf <br />w =plf Vallow=340 x 0.99 = <br />MR=x 3.91 ^2/2 =k-ft USE: <br />TYPE 6 SHEARWALL <br />- 0.42 x =kips <br />kips OK USE:4 x 4 POST w/H.D. <br />3.91 6.99 <br /> <br />1012 N KEMP STREET <br />SHEARWALL CALCULATIONS-LEVEL 2 <br />0.63 <br />3.08 633 91 <br />315 <br />15 7 105 <br />6.99 <br />Unit load Tributary <br /> <br />6.99 <br />3.08 2.23 <br />WALL:Y2.1 <br />0.63 <br />T= 2.23 1.11 0.57 <br />128 <br />233 <br />0.233 1.11 <br />16 8 <br />ST-1 <br />WALL:Y2.2 <br />3.08 <br />Tallow=1.03 <br />16 8 128 <br />15 7 105 <br /> <br />6.99 <br />Unit load Tributary <br />2.83 0.63 3.91 <br />338 <br />ST-1 <br />T= 2.83 1.78 0.53 <br />3.91 <br />Tallow=1.03 <br />0.233 1.78 <br />233 <br />111