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N/S DIRECTION <br />GRIDLINE:% OF STORY FORCE =TRIBUTARY STORY FORCE:lb <br />SHEARWALL LENGTHS TOTAL STORY FORCE UNIT SHEAR <br />L1 =ft F =lb v =lb/ft <br />L2 =ft STORY FORCE AT GRIDLINE va =lb/ft <br />L3 =ft =lb OTFa =lb (strap)w/ <br />L4 =ft GROSS OVERTURNING FORCE OTFa =lb (HD) <br />L5 =ft OTF =lb <br />UPLIFT LOAD COMBINATION <br />TOTAL SHEARWALL LENGTH 0.6D-0.7(ϕ QE-0.2SDSD) <br />Lt =ft -QE <br />SHEARWALL HEIGHT D= <br />H =ft DESIGN OVERTURNING FORCE <br />REDUNDANCY OTF =lb <br />ϕ =PROVIDE UPLIFT CONNECTION <br />GRIDLINE:% OF STORY FORCE =TRIBUTARY STORY FORCE:lb <br />SHEARWALL LENGTHS TOTAL STORY FORCE UNIT SHEAR <br />L1 =ft F =lb v =lb/ft <br />L2 =ft STORY FORCE AT GRIDLINE va =lb/ft <br />L3 =ft =lb OTFa =lb (strap)w/ <br />L4 =ft GROSS OVERTURNING FORCE OTFa =lb (HD) <br />L5 =ft OTF =lb <br />UPLIFT LOAD COMBINATION <br />TOTAL SHEARWALL LENGTH 0.6D-0.7(ϕ QE-0.2SDSD)CORNER HOLDOWN <br />Lt =ft -QE Parallel Force =lb <br />SHEARWALL HEIGHT D=Perpendicular Force =lb USE:HDU2 <br />H =ft DESIGN OVERTURNING FORCE Total Force =lb OTFa=lb <br />REDUNDANCY OTF =lb <br />ϕ =PROVIDE UPLIFT CONNECTION <br />10.00 <br />B <br />1.3 <br />8.00 <br />5.50 <br />10.0 <br />A 54.0% <br />4.1 <br />HORIZONTAL SEISMIC FORCE DISTRIBUTION: <br />62650338 <br />3400 <br />5.5 <br />1431 <br />2705 <br />340 <br />1860 MST48ϕ*F <br />3075 or <br />1268 <br />2100 MST37 <br />3075 <br />1.3 <br />or <br />HDU2 <br />1268 <br />980 <br />0.45D 1.3 <br />-2705 <br />46.0% <br />HDU2 <br />2650 <br />1219 <br />ϕ*F 1584 <br />0.45D <br />6158 <br />340 <br />1562 2306 <br />-1268 <br />8.00 <br />1.3 <br />Page 22