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JOB 406 S WESTERN AVARCHITECT <br />CASTILLO ENGINEERING, INC. <br />1205 Pine Avenue, Suite 201 <br />ENGR. MC Long Beach, CA 90813 JOB NO. SHEET NO.25-5096 <br />TAG:Y3.1 6.91 ft),(Y3.2 0.00 ft)( <br />FORCE: <br />######kips 0.00 ft <br />F1=H1:kips 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 />Y3.1 :plflbs =v=ftL1= <br />Y3.2 :ftL2=ft <br />ftLtotal= <br />OVERTURNING <br /> <br />k-ft=8.0x6.91xMOT= <br />6.91 <br />plf=ftxpsfFLOOR: <br />plf=ftxpsfFLOOR:h/w=1.16 OK <br />plf=ftxpsfWALL: <br />Vallow=plf=w 510 PLF <br />k-ftx=^2/26.91MR=USE: <br />SHEARWALL4TYPE <br />kips=x-0.44 <br />kips <br />2-H.D.11 Tallow= 2X9.34 = 18.68>16.333MIN. HDU-2 <br />2.64 <br />OK USE: 4 x 4 POST w/ H.D.HDU2 <br />00.000 <br />6.91 <br />Tallow=3.08 <br />0.158 3.77 <br />19.9T= <br />1288.0016 <br />158 <br />3.77 <br />WALL:Y3.1 <br />2.49 <br />2.0015 <br />Unit load <br />30 <br />19.91 <br /> <br />Tributary <br />6.91 <br />0.00 6.91 <br />SHEARWALL CALCULATIONS-LEVEL 1 <br />0.00 <br />2.49 <br />2.49 <br />24896.91 360 <br />62