3317 RUCKER AVE C D 2020-07-15 - Laserfiche WebLink

WoodWorksO Shearwalls 17134.1 Rucker Duplex Lateral-UPDATED FEB 2018.wsw Feb.11,2018 12:21:19 DEFLECTION(flexible seismic design) Wall, W Bending Ga Nall 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 Lovell L ine 2 2-1 2 S->N Ext 227.3 17.50 4.00 16.5 .000 13.4 182 .030 .068 0.04 0.11 N->S Ext 227.3 17.50 4.00 16.5 .000 13.4 182 .030 .068 0.00 0.07 2-3 2 S->N Ext 227.3 8.50 4.00 16.5 .001 13.4 182 .030 .068 0.04 0.11 N->S Ext 227.3 8.50 4.00 16.5 .001 13.4 182 .030 .068 0.10 0.16 Line 7 7-1 2 S->N Ext 219.4 17.50 4.00 16.5 .000 13.4 182 .030 .065 0.04 0.10 N->S Ext 219.4 17.50 4.00 16.5 .000 13.4 182 .030 .065 0.01 0.07 7-3 2 S->N Ext 219.4 8.50 4.00 16.5 .001 13.4 182 .030 .065 0.04 0.10 N->S Ext 219.4 8.50 4.00 16.5 .001 13.4 182 .030 .065 0.09 0.16 L ine A A-1 2 W->E Ext 168.1 13.25 4.00 16.5 .000 13.4 182 .030 .050 0.09 0.14 E->W Ext 168.1 13.25 4.00 16.5 .000 13.4 182 .030 .050 0.08 0.13 A-3 2 Both Ext 168.1 6.00 4.00 16.5 .001 13.4 182 .030 .050 0.06 0.11 A-5 2 W->E Ext 168.1 13.25 4.00 16.5 .000 13.4 182 .030 .050 0.08 0.13 E->W Ext 168.1 13.25 4.00 16.5 .000 13.4 182 .030 .050 0.09 0.14 Line F F-1 4 W->E Ext 307.6 10.00 4.00 16.5 .001 25.2 172 .025 .049 0.08 0.13 E->W Ext 307.6 10.00 4.00 16.5 .001 25.2 172 .025 .049 0.04 0.09 F-4 4 W->E Ext 307.6 10.00 4.00 16.5 .001 25.2 172 .025 .049 0.04 0.09 E->W Ext 307.6 10.00 4.00 16.5 .001 25.2 172 .025 .049 0.08 0:13 Wall, W Bending Ga Nall slip Shear Hold Total segment Gp Dir Srf v b h A Defl kips/ Vn en Defl Defl Defl plf ft ft sq.ln In In lbs in In In In Level 2 Line 2 2-1 3 S->N Ext 282.3 3.75 9.00 16.5 .017 19.4 177 .028 .131 0.37 0.51 N->S Ext 282.3 3.75 9.00 16.5 .017 19.4 177 .028 .131 0.37 0.52 2-2 3 Both Ext 244.6 3.25 9.00 16.5 .017 19.4 177 .028 .113 0.42 0.55 2-7 3 S->N Ext 301.1 4.00 9.00 16.5 .017 19.4 177 .028 .139 0.36 0.51 N->S Ext 301.1 4.00 9.00 16.5 .017 19.4 177 .028 .139 0.53 0.68 Line 4 4-1 2 Both 1 146.3 18.25 9.00 16.5 .002 13.4 182 .030 .098 0.09 0.19 L ine 5 5-1 2 Both 1 134.7 18.25 9.00 16.5 .002 13.4 182 .030 .090 0.08 0.17 Line 7 7-1 3 S->N Ext 263.6 3.75 9.00 16.5 .016 19.4 177 .028 .122 0.36 0.49 N->S Ext 263.6 3.75 9.00 16.5 .016 19.4 177 .028 .122 0.37 0.50 7-2 3 Both Ext 228.5 3.25 9.00 16.5 .016 19.4 177 .028 .106 0.41 0.53 7-7 3 Both Ext 281.2 4.00 9.00 16.5 .016 19.4 177 .028 .130 0.51 0.65 LineA A-1 3 Both Ext 343.8 4.00 9.00 16.5 .019 19.4 177 .028 .159 0.43 0.61 A-3 3 W->E Ext 322.3 3.75 9.00 16.5 .019 19.4 177 .028 .149 0.40 0.57 E->W Ext 322.3 3.75 9.00 16.5 .019 19.4 177 .028 .149 0.44 0.61 A-5 3 W->E Ext 322.3 3.75 9.00 16.5 .019 19.4 177 .028 .149 0.44 0.61 E->W Ext 322.3 3.75 9.00 16.5 .019 19.4 177 .028 .149 0.40 0.57 A-7 3 Both Ext 343.8 4.00 9.00 16.5 .019 19.4 177 .028 .159 0.43 0.61 Line F F-1 3 Both Ext 225.4 4.25 9.00 16.5 .012 19.4 177 .028 .104 0.43 0.55 F-4 3 Both Ext 225.4 4.25 9.00 16.5 .012 19.4 177 .028 .104 0.43 0.55 LineG 0-1 3 Both Ext 268.4 4.00 9.00 16.5 .015 19.4 177 .028 .124 0.41 0.55 0-3 3 Both Ext 301.9 6.00 9.00 16.5 .011 19.4 177 .028 .140 0.28 0.43 0-5 3 Both Ext 268.4 4.00 9.00 16.5 .015 19.4 177 .028 .124 0.41 0.55 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 3 Line 2 2-1 2 Both Ext 74.8 23.50 8.00 16.5 .000 13.4 182 .030 .045 0.01 0.06 Line 4 4-1 2 Both 1 86.3 18.25 8.00 16.5 .001 13.4 182 .030 .051 0.02 0.07 Line 5 5-1 2 Both 1 74.6 18.25 8.00 16.5 .001 13.4 182 .030 .044 0.02 0.06 Line 7 7-1 2 Both Ext 66.2 23.50 8.00 16.5 .000 13.4 182 .030 .039 0.01 0.05 Line A A-1 2 Both Ext 187.0 4.00 8.00 16.5 .007 13.4 182 .030 .111 0.42 0.54 48