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Project <br />1011 <br />Job Ref. <br />Section <br />LINE-A <br />Sheet no./rev. <br /> 1 <br />Calc. by <br />N.K <br />Date <br />15/11/2024 <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 segmented shear wall method <br />Tedds calculation version 1.2.10 <br />Design summary <br />Description Unit Provided Required Utilization Result <br />Shear capacity lbs 5669 1535 0.271 PASS <br />Chord capacity lb/in2 552 100 0.181 PASS <br />Deflection in 0.200 0.040 0.198 PASS <br />Panel details <br />Structural I wood panel sheathing on one side <br />Panel height;h = 8.333 ft <br />Panel length;b = 18.16 ft <br />Total area of wall;A = h  b = 151.333 ft2 <br /> <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 />Nominal end post size;4'' x 4'' <br />Dressed end post size;3.5'' x 3.5'' <br />Cross-sectional area of end posts;Ae = 12.25 in2 <br />Hole diameter;Dia = 0.625 in <br />Net cross-sectional area of end posts;Aen = 10.062 in2 <br />Nominal collector size;2 x 2'' x 4'' <br />Dressed collector size;2 x 1.5'' x 3.5'' <br />Page 46 of 108 <br />1011 W Second St <br />5/1/2025