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5010 DOVER ST 2025-07-31
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5010 DOVER ST 2025-07-31
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7/31/2025 11:34:53 AM
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6/18/2025 7:40:08 AM
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DOVER ST
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5010
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WoodWorks® Shearwalls 2352.wsw Feb. 20, 202313:29:46 <br />BUILDING MASSES <br />Level <br />Magnitude <br />Trib <br />Force <br />Building <br />Block <br />Wall <br />Profile <br />Location <br />[ft] <br />[Ibs,plf,psf] <br />Width <br />Dir <br />Element <br />Line <br />Start <br />End <br />Start <br />End <br />[R] <br />E-W <br />Roof <br />Block 1 <br />1 <br />Line <br />-12.50 <br />1.00 <br />198.8 <br />198.8 <br />E-W <br />Roof <br />Block 1 <br />2 <br />Line <br />-12.50 <br />1.00 <br />198.8 <br />198.8 <br />N-S <br />Roof <br />Block 1 <br />A <br />Line <br />-1.00 <br />25.50 <br />101.3 <br />101.3 <br />N-S <br />Roof <br />Block 1 <br />B <br />Line <br />-1.00 <br />25.50 <br />101.3 <br />101.3 <br />N-S <br />L Gable <br />Block 1 <br />A <br />Line <br />0.00 <br />12.25 <br />40.8 <br />0.0 <br />N-S <br />R Gable <br />Block 1 <br />A <br />Line <br />12.25 <br />24.50 <br />0.0 <br />40.8 <br />N-S <br />R Gable <br />Block 1 <br />B <br />Line <br />0.00 <br />12.25 <br />40.8 <br />0.0 <br />N-S <br />L Gable <br />Block 1 <br />B <br />Line <br />12.25 <br />24.50 <br />0.0 <br />40.8 <br />Both <br />Wall 1-1 <br />n/a <br />1 <br />Line <br />-11.50 <br />-9.00 <br />38.8 <br />38.8 <br />Both <br />Wall 1-2 <br />n/a <br />1 <br />Line <br />-9. <br />00 <br />0.00 <br />38.8 <br />38.8 <br />Both <br />Wall 2-1 <br />n/a <br />2 <br />Line <br />-11.50 <br />0.00 <br />38.8 <br />38.8 <br />Both <br />Wall A-1 <br />n/a <br />A <br />Line <br />0.00 <br />8.50 <br />38.8 <br />38.8 <br />Both <br />Wall A-2 <br />n/a <br />A <br />Line <br />8.50 <br />19.50 <br />38.8 <br />38.8 <br />Both <br />Wall A-3 <br />n/a <br />A <br />Line <br />19.50 <br />23.00 <br />38.8 <br />38.8 <br />Both <br />Wall A-9 <br />n/a <br />A <br />Line <br />23.00 <br />24.50 <br />38.8 <br />38.8 <br />Both <br />Wall B-1 <br />n/a <br />B <br />Line <br />0.00 <br />24.50 <br />38.8 <br />38.8 <br />Level <br />Magnitude <br />Trib <br />Force <br />Building <br />Block <br />Wall <br />Profile <br />Location <br />[ft] <br />[Ibs,plf,psf] <br />Width <br />Dir <br />Element <br />Line <br />Start <br />End <br />Start <br />End <br />[R] <br />Both <br />Wall 1-1 <br />n/a <br />1 <br />Line <br />-11.50 <br />-9.00 <br />38.8 <br />38.8 <br />E-W <br />Floor F1 <br />n/a <br />1 <br />Line <br />-11.50 <br />0.00 <br />122.5 <br />122.5 <br />Both <br />Wall 1-2 <br />n/a <br />1 <br />Line <br />-9.00 <br />0.00 <br />38.8 <br />38.8 <br />Both <br />Wall 2-1 <br />n/a <br />2 <br />Line <br />-11.50 <br />0.00 <br />38.8 <br />38.8 <br />E-W <br />Floor F1 <br />n/a <br />2 <br />Line <br />-11.50 <br />0.00 <br />122.5 <br />122.5 <br />Both <br />Wall A-1 <br />n/a <br />A <br />Line <br />0.00 <br />8.50 <br />38.8 <br />38.8 <br />N-S <br />Floor F1 <br />n/a <br />A <br />Line <br />0.00 <br />24.50 <br />57.5 <br />57.5 <br />Both <br />Wall A-2 <br />n/a <br />A <br />Line <br />8.50 <br />19.50 <br />38.8 <br />38.8 <br />Both <br />Wall A-3 <br />n/a <br />A <br />Line <br />19.50 <br />23.00 <br />38.8 <br />38.8 <br />Both <br />Wall A-9 <br />n/a <br />A <br />Line <br />23.00 <br />24.50 <br />38.8 <br />38.8 <br />N-S <br />Floor F1 <br />n/a <br />B <br />Line <br />0.00 <br />24.50 <br />57.5 <br />57.5 <br />Both <br />Wall B-1 <br />n/a <br />B <br />Line <br />0.00 <br />24.50 <br />38.8 <br />38.8 <br />Both <br />Wall 1-1 <br />n/a <br />1 <br />Line <br />-11.50 <br />0.00 <br />40.0 <br />40.0 <br />Both <br />Wall 2-1 <br />n/a <br />2 <br />Line <br />-11.50 <br />0.00 <br />40.0 <br />40.0 <br />Both <br />Wall A-1 <br />n/a <br />A <br />Line <br />0.00 <br />24.50 <br />40.0 <br />40.0 <br />Both <br />Wall B-1 <br />n/a <br />B <br />Line <br />0.00 <br />24.50 <br />40.0 <br />40.0 <br />Legend: <br />Force Dir - Direction in which the mass is used for seismic load generation, E-W, N-S, or Both <br />Building element - Roof, gable end, wall or floor area used to generate mass, wall line for user -applied masses, Floor F# - refer to Plan View for floor area <br />number <br />Wall line - Shearline that equivalent line load is assigned to <br />Location - Start and end points of equivalent line bad on wall line <br />Trio Width. - Tributary width, for user applied area loads only <br />8 <br />Page 33 of 63 <br />
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