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Line LTRiB V <br />17 1596 # a <br />b <br />FRONT 17 1596 # a <br />b <br />TOTAL 34 3,192 # <br />UPPER FLOOR SHEAR WALLS <br />side/side: VR = <br />3,192 <br /># <br />v = <br />94 plf <br />LEFF = <br />34.0 <br />ft <br />Length <br />Shear <br />Shear Wall <br />H / W <br />Seismic <br />Redundancy Height <br />MOT <br />MR <br />Uplift <br />Resisting Element <br />Type <br />Ratio <br />Ratio <br />Factor (p) (ft) <br />(T/C) <br />Left / Front <br />Right / Back <br />5 <br />100 <br />plf <br />SW-6 <br />1.60 <br />1.00 <br />1.30 8 <br />3990 <br />#-ft <br />600 <br />#-ft <br />664 <br /># <br />4 <br />4 <br />11 <br />100 <br />plf <br />SW-6 <br />0.73 <br />1.00 <br />1.30 8 <br />8777 <br />#-ft <br />2904 <br />#-ft <br />503 <br /># <br />4 <br />4 <br />16 <br />2.5 <br />133 <br />plf <br />SW-6 <br />3.20 <br />0.63 <br />1.30 8 <br />2660 <br />" <br />150 <br />#-ft <br />997 <br /># <br />1 <br />4 <br />7 <br />133 <br />plf <br />SW-6 <br />1.14 <br />1.00 <br />1.30 8 <br />7447 <br />#-ft <br />1176 <br />#-ft <br />876 <br /># <br />4 <br />4 42' <br />2.5 <br />133 <br />plf <br />SW-6 <br />3.20 <br />0.63 <br />1.30 8 <br />2660 <br />#-ft <br />150 <br />#-ft <br />997 <br /># <br />4 <br />4 <br />12 9 <br />front/ back: VR = <br />3,192 # <br />v = <br />133 plf <br />LEFF = <br />24.0 ft <br />Line <br />LTRIB <br />V <br />Length <br />Shear <br />Shear Wall <br />H / W <br />Seismic <br />Redundancy <br />Height <br />MOT MR <br />Uplift <br />Resisting Element <br />Type <br />Ratio <br />Ratio <br />Factor (p) <br />(ft) <br />(TIC) <br />Left / Front <br />Right / Back <br />LEFT <br />12 <br />1596 # <br />a 3.5 <br />171 <br />plf <br />SW-6 <br />2.29 <br />0.88 <br />1.30 <br />8 <br />4789 " 294 <br />#-ft 1275 # <br />4 <br />4 <br />b 5.83 <br />171 <br />plf <br />SW-6 <br />1.37 <br />1.00 <br />1.30 <br />8 <br />8975 #-ft 918 <br />#-ft 1364 # <br />4 <br />4 <br />9.33 <br />RIGHT <br />12 <br />1596 # <br />a 15 <br />106 <br />pif <br />SW-6 <br />0.53 <br />1.00 <br />1.30 <br />8 <br />12767 #-ft 5400 <br />#-ft 449 # <br />4 <br />4 <br />TOTAL <br />24 <br />3,192 # <br />0 <br />