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Shearwall Design <br />2nd Floor Shear walls (FT) <br />Shear <br />Cap. (lb/ft) <br />Along Grid line B : L = 14.42 340 <br />Along Grid line H: L= 20.0 340 <br />Along Grid line 1 : L = 21.75 340 <br />Along Grid line 8: L= 13.0 340 <br />1st Floor Shear walls (FT)Shear <br />Cap. (lb/ft) <br />Along Grid line B : L = 13.67+4.33 340 <br />Along Grid line H: L =23 340 <br />Along Grid line 1 : L=3.42+3.42 665 <br />Along Grid line 8: L=13 340 <br />Hold-Down design <br />2nd Floor <br />Shea wall <br />Height (ft)Uplift (lbs) Net Uplist Hold-down <br />Hold-down <br />Capacity (lbs) <br />Along Grid line B : 7.8 950 950 MST48 3960 <br />Along Grid line H: 7.8 685 685 MST48 3960 <br />Along Grid line 1 : 7.8 630 630 MST48 3960 <br />Along Grid line 8: 7.8 1054 1054 MST48 3960 <br />1st Floor <br />Along Grid line B : 9.7 1880 1880 HDU2-SDS2.5 2306 <br />Along Grid line H: 9.7 1472 1472 HDU2-SDS2.5 2306 <br />Along Grid line 1 : 9.7 4948 4948 HDU8-SDS2.5 5903 <br />Along Grid line 8: 9.7 2603 2603 HDU4-SDS2.5 3424 <br />Shearwall <br /> No. <br />1 <br />1 <br />1 <br />Unit Shear (lb/ft) <br />121 <br />80 <br />135 <br />188 <br />2691 <br />1941 <br />5123 <br />1 152 <br />Unit Shear (lb/ft) <br />Shearwall <br /> No. <br />1211 <br />Shear (lbs) <br />1750 <br />Shear (lbs) <br />3500 <br />3500 <br />3500 269 <br />512 <br />Unit Shear (lb/ft) <br />1750 <br />1750 <br />1750 <br />1 88 <br />801 <br />1351 <br />Shearwall <br /> No. <br />194 <br />3500 152 1 <br />1 <br />1 <br />(0.6-0.14Sds)D <br />3