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0 <br />MC SQUARED, INC JOB: 16020 -SILVER PLAZA <br />OLYMPIA, WASHINGTON 98506 DATE: 5/4/2017 BY: <br />(360)754-9339 SHEET: FLOOR SHEARWALL DEFLECTION Page Of <br />FAX(360)352-2044 <br />SHEARWALL DEFLECTION: FLOOR <br />SHEARWALL UNIT LOAD: <br />1130 plf <br />WALL HEIGHT: <br />12.5 ft <br />WALL WIDTH; <br />E OF CHORDS: <br />1600000 psi <br />A OF CHORDS: <br />19.25 in^2 <br />NAIL SLIP, Ej <br />0 013 <br />PANEL STIFFNESS GT: <br />1 25000 ib_/m/ft <br />iBC Table 2305.2 <br />ANCHOR SLIP, D^: <br />018 in <br />l' <br />**Per Manufacturer <br />ALLOWABLE DEFLECTION: <br />0 870 in <br />BENDING DEFLECTION: <br />NAIL SLIP, EN <br />LOAD PER FASTENER <br />NAIL <br />6d <br />8d <br />10d <br />60 <br />0.012 <br />0.008 <br />0,006 <br />80 <br />0.02 <br />0.012 <br />0,01 <br />100 <br />0.03 <br />0.018 <br />0.013 <br />120 <br />0.045 <br />0.023 <br />0.018 <br />140 <br />0.068 <br />0.031 <br />0.023 <br />160 <br />0.102 <br />0.041 <br />0.029 <br />SHEAR DEFLECTION: <br />OB = E b3 = 0.016 in Ay = iH = 0.565 in Gt <br />NAIL SLIP DEFLECTION: SHEAR DEFLECTION: <br />**INCREASE, FOR PANEL <br />AN = 0.75heN = 0.146 in Da — DA 0.063 in <br />TOTAL DEFLECTION = 0.790 in OK <br />