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Project <br />1011 <br />Job Ref. <br />Section <br />LINE-1 <br />Sheet no./rev. <br /> 1 <br />Calc. by <br />N.K <br />Date <br />19/12/2023 <br />Chk'd by Date App'd by Date <br />WOOD SHEAR WALL DESIGN (NDS) <br />In accordance with NDS2018 and SDPWS2021 allowable stress design and the perforated shear wall method <br />Tedds calculation version 1.2.10 <br />Design summary <br />Description Unit Provided Required Utilization Result <br />Shear capacity lbs 4200 1350 0.321 PASS <br />Chord capacity lb/in2 552 91 0.164 PASS <br />Collector capacity lb/in2 1380 25 0.018 PASS <br />Deflection in 0.200 0.049 0.245 PASS <br />Panel details <br />Structural I wood panel sheathing on one side <br />Panel height;h = 8.333 ft <br />Panel length;b = 17.7 ft <br /> <br />Panel opening details <br />Width of opening ;wo1 = 4 ft <br />Height of opening;ho1 = 3 ft <br />Height to underside of lintel over opening;lo1 = 6.417 ft <br />Position of opening;Po1 = 8.833 ft <br />Total area of wall;A = h  b - wo1  ho1 = 135.5 ft2 <br />Panel construction <br />Nominal stud size;2'' x 4'' <br />Dressed stud size;1.5'' x 3.5'' <br />Cross-sectional area of studs;As = 5.25 in2 <br />Stud spacing;s = 16 in <br />Page 37 of 108 <br />1011 W Second St <br />5/1/2025