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Project:Date:12/18/24 Date:12/18/24 <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 123 plf TYPE 6 1,052 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