5010 DOVER ST 2025-07-31 - Laserfiche WebLink

WoodWorks® Shearwalls 2352.wsw Feb.20,2023 13:29:46 MWFRS DEFLECTION(rigid wind design) These deflections are used to determine shearwall stiffness for force distribution Wall, W Bending Ga Nail slip Shear Hold Total segment Gp Dir Srf v b h A Defl kips/ Vn en Defl Defl Defl plf ft ft sq.in in in lbs in in in in Level 1 Line 1 1-1,2 2 S->N Ext 706.4 4.00 8.00 16.5 .027 24.3 193 .030 .232 0.44 0.70 N->S Ext 707.9 4.00 8.00 16.5 .027 24.3 193 .030 .233 0.93 0.69 Line 2 2-1,2 2 S->N Ext 712.1 9.00 8.00 16.5 .028 24.3 193 .030 .234 0.41 0.67 N->S Ext 710.6 4.00 8.00 16.5 .028 24.3 193 .030 .234 0.42 0.68 Line A A-1,1 1 W->E Ext 80.8 11.03 8.30 16.5 .001 13.8 196 .032 .047 3.09 0.13 E->W Ext 82.9 11.00 8.00 16.5 .001 13.8 196 .032 .048 0.08 0.13 A-1,2 W->E Ext 79.3 10.50 8.00 16.5 .001 13.8 196 .032 .046 0.09 0.13 E->W Ext 77.1 10.50 8.00 16.5 .001 13.8 196 .032 .045 0.09 0.13 Line B 9-1,1 1 W->E Ext 78.6 4.00 8.00 16.5 .003 13.8 196 .032 .046 0.25 0.30 E->W Ext 53.6 4.00 8.00 16.5 .002 13.8 196 .032 .031 0.27 0.30 B-1,2 W->E Ext 48.3 9.00 8.00 16.5 .002 13.8 196 .032 .028 0.27 0.30 E->W Ext 73.2 4.00 8.00 16.5 .003 13.8 196 .032 .042 0.25 0.30 Wall, W Bending Ga Nail slip Shear Hold Total segment Gp Dir Srf v b h A Defl kips/ Vn en Defl Defl Defl plf ft ft sq.in in in lbs in in in in Level 2 Line 1 1-2 1 S->N Ext 148.7 9.00 7.75 16.5 .002 13.8 196 .032 .083 0.28 0.37 N->S Ext 148.0 9.00 7.75 16.5 .002 13.8 196 .032 .083 0.27 0.35 Line 2 2-1 1 w->E - - 11.50 7.75 - - - - - - - 0.95 E->W - - 11.50 7.75 - - - - - - - 0.88 2-1,1 S->N Ext 221.6 3.00 6.41 16.5 .007 13.8 196 .032 .103 0.79 0.90 N->S Ext 222.8 3.00 6.41 16.5 .007 13.8 196 .032 .103 0.68 0.79 2-1,2 S->N Ext 221.6 2.50 6.41 16.5 .008 13.8 196 .032 .103 0.90 1.01 N->S Ext 222.8 2.50 6.41 16.5 .008 13.8 196 .032 .103 0.85 0.96 Line A A-2 1 9->E Ext 69.2 11.00 7.75 16.5 .001 13.8 196 .032 .039 0.24 0.28 E->W Ext 69.4 11.00 7.75 16.5 .001 13.8 196 .032 .039 0.24 0.28 A-3 1 Both Ext 3.0 3.50 7.73 16.5 .300 13.8 196 .032 .000 0.00 0.00 Line B B-1,2 1 Both Ext 46.2 4.50 7.75 16.5 .001 13.8 196 .032 .026 0.55 0.58 B-1,3 W->E Ext 11.2 4.00 7.75 16.5 .000 13.8 196 .032 .006 0.57 0.58 E->W Ext 10.7 4.00 7.75 16.5 .000 13.8 196 .032 .006 0.57 0.58 Legend: Wall,segment-Wall and segment between openings,e.g. 8-3,2=second segment on Wall 3 on Shearline B W Gp-Wall design group defined in Sheathing and Materials tables,where it shows associated Standard Wall. Dir-Force direction Sr-Wall surface,interior or exterior for perimeter walls, 1 or 2 for interior partitions v-ASD shear force per unit distance on wall segment.For perforated walls,vmax from SDPWS 4.3-9 is used,as per 4.3.2.1.For force-transfer walls,unit shear force in pier beside opening(s)is used. b-Segmented wall or force-transfer wall segments:Width of wall segment between openings.Perforated wall:Sum of FHS segments,modified as per SDPWS 4.3.2.1.Force-transfer wall:Length of wall including openings. h-Wall height.For force-transfer piers,distance from bottom of opening to top of wall is shown;for end segments,results using that distance and the wall height are averaged,as per APA T555. Defl-Horizontal shearwall deflection due to given term: Bending=8vh^3/EAb Cub;A-Cross sectional area of segment end stud(s);E-stud mod.of elasticity in Framing Materials table Shear=vh/1000 Ga Cub. Ga-vw/(vw/Gt+0.75 en),from SDPWS Ex.C4.3.2-1;vw-ASD sheathing capacity;Gt-Shear stiffness from C4.3.3.2, value is in Sheathing Materials table;en-Nail slip from table C4.2.2D;Vn-Shear force per nail along panel edge using vw Hold- Hold-down= da x h/b;refer to Hold-down Displacement table for components of da.For force-transfer walls,hold-down device at end of wall is applied to all segments,as per APA T555. Cub-Unblocked factor from 4.3.2.2,shown in the Shear Results table. Total deft= Deflection from bending+shear+hold-down,as per SDPWS C4.3.2-1.For force-transfer walls,the average of the values for the segments,as per APA T555. 21 Page 46 of 63