Laserfiche WebLink
ARCHITECT JOB 406 S WESTERN AV <br />CASTILLO ENGINEERING, INC. <br />1205 Pine Avenue, Suite 201 <br />ENGR. MC Long Beach, CA 90813 JOB NO. 25-5096 SHEET NO. <br />TAG:Y1.1 ( 3.42 ft),Y1.2 ( 6.17 ft) <br />FORCE: <br />###kips ###0.00 ft <br />F1=kips H1:8.00 ft SEISMIC GOVERNS <br />FTOTAL=kips Load Comb.:(0.6-.14SDS) D + 0.7 E <br />SDS= 1.17 <br />SHEAR STRESS <br />Y1.1 :L1= ft v= lbs = plf <br />Y1.2 :L2= ft ft <br />Ltotal= ft <br />OVERTURNING <br /> <br />MOT= x 3.42 x 8.0 = k-ft <br />9.59 <br />FLOOR: psf x ft = plf <br />FLOOR: psf x ft = plf h/w=2.34 2w/h factor=0.96 <br />WALL: psf x ft = plf <br />w = plf Vallow=340 x 0.96 = PLF <br />MR= x 3.42 ^2/2 = k-ft USE: <br />TYPE 6 SHEARWALL <br />- 0.44 x = kips <br />kips OK USE:4 x 4 POST w/ H.D. <br />2-H.D.11 Tallow= 2X9.34 = 18.68>16.333MIN. HDU-2 <br /> <br />MOT= x 6.17 x 8.0 = k-ft <br />9.59 <br />ROOF: psf x ft = plf <br />FLOOR: psf x ft = plf h/w=1.30 OK <br />WALL: psf x ft = plf <br />w = plf Vallow=340 PLF <br />MR= x 6.17 ^2/2 = k-ft USE: <br />TYPE 6 SHEARWALL <br />- 0.44 x = kips <br />kips OK USE:4 x 4 POST w/ H.D. <br />MIN. HDU2 <br />326 <br />HDU2 <br />2.26 <br /> <br />2.36 <br />HDU2 <br />15.37 <br /> <br />6.17 <br />Tallow=3.08 <br />0.173 3.29 <br />T= 15.4 3.29 <br />16 8 128 <br />173 <br />Tributary <br />15 3 45 <br />0 0 0 <br />WALL:Y1.2 <br />2.99 <br /> <br />Unit load <br />0 0.00 0 <br />3.42 <br />Tallow=3.08 <br />0.173 1.01 <br />T= 8.5 <br />16 8.00 128 <br />173 <br />1.01 <br />WALL:Y1.1 <br />2.99 <br />15 3.00 <br />Unit load <br />45 <br />8.52 <br /> <br />Tributary <br />9.59 <br />6.17 9.59 <br />SHEARWALL CALCULATIONS-LEVEL 1 <br />0.00 <br />2.99 <br />2.99 <br />3.42 2987 311 <br />60