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Project:Date:3/28/25 Date:3/28/25 <br />Job No:Engineer:Engineer: <br />SEISMIC DESIGN @ ROOF <br />Shearwall Design:Design Method:ASD <br />Sheathing Type:Struct. 1 <br />Line of <br />Resistance <br />Unit Shear, νASD <br />(QE x 0.7 r)/SL Type Uplift <br />(lbs)Holdown Net Uplift <br />(lbs)Holdown Holdown <br />DCR <br />Shared with <br />lines… <br />Combined <br />Uplifts (lbs)Holdown <br />A 116 plf TYPE 6 1,002 HDU2 <br />B 325 plf TYPE 6 2,898 HDU2 <br />C 90 plf TYPE 6 765 HDU2 <br />Line of <br />Resistance <br />Unit Shear, νASD <br />(QE x 0.7 r)/SL Type Uplift <br />(lbs)Holdown Net Uplift <br />(lbs)Holdown Holdown <br />DCR <br />Shared with <br />lines… <br />Combined <br />Uplifts (lbs)Holdown <br />1 232 plf TYPE 6 2,208 HDU2 <br />2 155 plf TYPE 6 1,301 HDU2