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WoodWorks® Shearwalls 2726 Strawberry.wsw Jul. 21, 2024 11:26:22 <br />BUILDING MASSES <br />Level 1 Magnitude Trib <br />Force Building Block Wall Profile Location [ft] [lbs,plf,psf]Width <br />Dir Element Line Start End Start End [ft] <br /> <br />E-W Roof Block 1 1 Line -1.50 26.00 326.2 326.2 <br />E-W Roof Block 1 4 Line -1.50 26.00 326.2 326.2 <br />E-W Roof Block 2 Line 24.50 31.00 142.5 142.5 <br />E-W Roof Block 2 4 Line 24.50 31.00 142.5 142.5 <br />E-W Roof Block 3 3 Line -9.00 0.00 161.2 161.2 <br />E-W Roof Block 3 4 Line -9.00 0.00 161.2 161.2 <br />E-W R Gable Block 1 1 Line 0.00 12.25 57.1 0.0 <br />E-W L Gable Block 1 1 Line 12.25 24.50 0.0 57.1 <br />E-W L Gable Block 1 4 Line 0.00 12.25 57.1 0.0 <br />E-W R Gable Block 1 4 Line 12.25 24.50 0.0 57.1 <br /> <br />N-S Roof Block 1 A Line -1.50 42.00 206.2 206.2 <br />N-S Roof Block 1 C Line -1.50 42.00 206.2 206.2 <br />N-S Roof Block 2 C Line 23.00 42.00 37.5 37.5 <br />N-S Roof Block 2 Line 23.00 42.00 60.0 60.0 <br />N-S Roof Block 3 Line 20.50 42.00 78.8 78.8 <br />N-S Roof Block 3 A Line 20.50 42.00 56.2 56.2 <br />N-S R Gable Block 2 Line 24.50 32.50 37.3 0.0 <br />N-S L Gable Block 2 Line 32.50 40.50 0.0 37.3 <br />N-S L Gable Block 3 Line 22.00 31.25 43.1 0.0 <br />N-S R Gable Block 3 Line 31.25 40.50 0.0 43.1 <br /> <br />Both Wall 1-1 n/a 1 Line 0.00 7.50 70.0 70.0 <br />Both Wall 1-2 n/a 1 Line 7.50 17.50 70.0 70.0 <br />Both Wall 1-4 n/a 1 Line 17.50 24.50 70.0 70.0 <br />Both Wall 1-3 n/a Line 10.50 14.00 50.0 50.0 <br />Both Wall 2-2 n/a 2 Line 0.00 24.50 50.0 50.0 <br />Both Wall 2-3 n/a Line 14.00 24.00 50.0 50.0 <br />Both Wall 2-1 n/a Line 0.00 10.50 50.0 50.0 <br />Both Wall 3-1 n/a 3 Line 0.00 10.00 50.0 50.0 <br />Both Wall 3-2 n/a Line 14.00 24.50 50.0 50.0 <br />Both Wall 4-1 n/a 4 Line 0.00 2.00 70.0 70.0 <br />Both Wall 4-2 n/a 4 Line 2.00 12.00 70.0 70.0 <br />Both Wall 4-3 n/a 4 Line 12.00 24.50 70.0 70.0 <br />Both Wall A-1 n/a A Line 0.00 3.00 70.0 70.0 <br />Both Wall A-2 n/a A Line 3.00 11.00 70.0 70.0 <br />Both Wall A-3 n/a A Line 11.00 23.00 70.0 70.0 <br />Both Wall A-4 n/a A Line 23.00 27.00 70.0 70.0 <br />Both Wall A-5 n/a A Line 27.00 40.50 70.0 70.0 <br />Both Wall B-2 n/a B Line 0.50 10.50 50.0 50.0 <br />Both Wall B-4 n/a B Line 10.50 23.50 50.0 50.0 <br />Both Wall B-1 n/a Line 0.00 10.50 50.0 50.0 <br />Both Wall B-3 n/a Line 10.50 23.50 50.0 50.0 <br />Both Wall C-1 n/a C Line 0.00 10.00 70.0 70.0 <br />Both Wall C-2 n/a C Line 10.00 14.00 70.0 70.0 <br />Both Wall C-3 n/a C Line 14.00 29.00 70.0 70.0 <br />Both Wall C-4 n/a C Line 29.00 37.00 70.0 70.0 <br />Both Wall C-5 n/a C Line 37.00 40.50 70.0 70.0 <br /> <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 <br />area number <br />Wall line - Shearline that equivalent line load is assigned to <br />Location - Start and end points of equivalent line load on wall line <br />Trib Width. - Tributary width; for user applied area loads only <br />7 <br />2726 W Strawberry Ln & <br />Unit# 23/17/2025