Laserfiche WebLink
ARCHITECT JOB 754 ET <br />ESTRUCTURA USA, INC. <br />1205 Pine Avenue, Suite 201 <br />ENGR. MC Long Beach, CA 90813 21-107 SHEET NO. <br />TAG:X5.1 ( 8.16 ft) <br />FORCE: <br />F2=kips h2=8.00 ft <br />F1=kips h1=8.00 ft SEISMIC GOVERNS <br />FTOTAL=kips Load Comb.:(0.6-.14SDS) D + 0.7 E <br />SDS= 1.45 <br />SHEAR STRESS <br />X5.1 : L1=ft v=lbs =plf <br />ft <br /> <br /> <br />Ltotal=ft <br />OVERTURNING <br /> <br />MOT=x 8.16 x 16.0 + 0.47 x 8.16 x 8.00 =k-ft <br />8.16 8.16 <br />ROOF:psf x ft =plf <br />FLOOR:psf x ft =plf h/w=0.98 OK <br />WALL:psf x ft =plf <br />w =plf Vallow=510 PLF <br />MR=x 8.16 ^2/2 =k-ft USE: <br />TYPE 4 SHEARWALL <br />- 0.42 x =kips <br />kips OK USE:4 x 4 POST w/H.D. <br />8.16 <br />HDU8Tallow=5.23 <br />T= 46.5 14.67 4.95 <br />0.441 14.67 <br />16 17 272 <br />441 <br />169 <br />15 0 0 <br />WALL:X5.1 <br />2.67 <br />Unit load Tributary <br />15 11 <br />46.52 <br /> <br />8.16 <br /> <br /> <br />8.16 <br />SHEARWALL CALCULATIONS-LEVEL 1 <br />2.67 <br />0.47 <br />3.14 <br />8.16 3144 385 <br />116