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e <br />NIC SQUARED, INC JOB: 16020 -SILVER PLAZA <br />OLYMPIA, WASHINGTON 98506 DATE: 5/4/2017 BY: <br />(360)754-9339 SHEET: ROOF SHEARWALL DEFLECTION Page Of <br />FAX (360)352-2044 <br />SHEARWALL DEFLECTION: ROOF <br />SHEARWALL UNIT LOAD:1 524 plf <br />WALL HEIGHT: <br />11.0 ft <br />WALL WIDTH. <br />36.67 ft <br />E OF CHORDS: <br />1600000-ps <br />A OF CHORDS: <br />19.25 in^2 <br />NAIL SLIP, EN: <br />0.015 <br />PANEL STIFFNESS GT: <br />25000 Win/ <br />....... ..... _._._ <br />ANCHOR SLIP, DA : <br />0.161 n <br />ALLOWABLE DEFLECTION:1 <br />0.720 in <br />BENDING DEFLECTION: <br />* *IBC Table 2305.2 <br />**Per Manufacturer <br />_ SVH3 _ 0.005 in <br />�B EAb <br />NAIL SLIP DEFLECTION: <br />**INCREASE FOR PANEL=� 1.2 <br />AN=0.75heN= 0.149in <br />TOTAL DEFLECTION = 0.433 In D FLE ION IS OK <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 />Ay _ vH _ 0.231 in <br />Gt <br />SHEAR DEFLECTION: <br />AA = H * DA = 0.049 in <br />