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

Woodworks®Shearwalls 17134.1 Rucker Duplex Lateral-UPDATED FEB 2018.wsw Feb.11,2018 12:21:19 MWFRS DEFLECTION(flexible wind design) These deflections are used to determine shearwall stiffness for force distribution Wali, W Bending Ga Nonslip Shear Hold Total segment Gp Dir Srf v b h A Defl kips/ Vn en Defl Defl Defl pit ft ft sq.ln In In lbs In In In In Level 1 Line 2 2-1 2 S->N Ext 188.2 17.50 4.00 16.5 .000 13.4 182 .030 .056 0.02 0.08 N->S Ext 191.6 17.50 4.00 16.5 .000 13.4 182 .030 .057 0.01 0.07 2-3 2 S->N Ext 188.2 8.50 4.00 16.5 .000 13.4 182 .030 .056 0.03 0.09 N->S Ext 191.6 8.50 4.00 16.5 .000 13.4 182 .030 .057 0.05 0.11 Line 7 7-1 2 S->N Ext 188.2 17.50 4.00 16.5 .000 13.4 182 .030 .056 0.02 0.08 N->S Ext 191.6 17.50 4.00 16.5 .000 13.4 182 .030 .057 0.01 0.07 7-3 2 S->N Ext 188.2 8.50 4.00 16.5 .000 13.4 182 .030 .056 0.03 0.09 N->S Ext 191.6. 8.50 4.00 16.5 .000 13.4 182 .030 .057 0.05 0.11 Line A A-1 2 Both Ext 111.7 13.25 4.00 16.5 .000 13.4 182 .030 .033 0.04 0.07 A-3 2 Both Ext 111.7 6.00 4.00 16.5 .000 13.4 182 .030 .033 0.04 0.08 A-5 2 Both Ext 111.7 13.25 4.00 16.5 .000 13.4 182 .030 .033 0.03 0.07 Line F F-1 4 W->E Ext 207.7 10.00 4.00 16.5 .000 25.2 172 .025 .033 0.04 0.07 E->W Ext 207.7 10.00 4.00 16.5 .000 25.2 172 .025 .033 0.03 0.06 F-4 4 W->E Ext 207.7 10.00 4.00 16.5 .000 25.2 172 .025 .033 0.04 0.07 E->W Ext 207.7 10.00 4.00 16.5 .000 25.2 172 .025 .033 0.05 0.08 Wall, W Bending Ga Nail slip Shear Hold Total segment Gp Dir Sri v b h A Defl kips/ Vn en Defl Defl Defl pif ft ft sq.in in in lbs in in in in Level 2 Line 2 2-1 3 S->N Ext 207.0 3.75 9.00 16.5 .012 19.4 177 .028 .096 0.33 0.44 N->S Ext 209.3 3.75 9.00 16.5 .012 19.4 177 .028 .097 0.35 0.46 2-2 3 S->N Ext 179.4 3.25 9.00 16.5 .012 19.4 177 .028 .083 0.39 0.49 N->S Ext 181.4 3.25 9.00 16.5 .012 19.4 177 .028 .084 0.39 0.49 2-7 3 S->N Ext 220.8 4.00 9.00 16.5 .012 19.4 177 .028 .102 0.33 0.45 N->S Ext 223.3 4.00 9.00 16.5 .012 19.4 177 .028 .103 0.47 0.58 Line 4 4-1 2 Both 1 114.4 18.25 9.00 16.5 .001 13.4 182 .030 .077 0.07 0.15 Line 5 5-1 2 Both 1 114.4 18.25 9.00 16.5 .001 13.4 182 .030 .077 0.07 0.15 Line 7 7-1 3 S->N Ext 207.0 3.75 9.00 16.5 .012 19.4 177 .028 .096 0.33 0.44 N->S Ext 209.3 3.75 9.00 16.5 .012 19.4 177 .028 .097 0.35 0.46 7-2 3 S->N Ext 179.4 3.25 9.00 16.5 .012 19.4 177 .028 .083 0.39 0.49 N->S Ext 181.4 3.25 9.00 16.5 .012 19.4 177 .028 .084 0.39 0.49 7-7 3 S->N Ext 220.8 4.00 9.00 16.5 .012 19.4 177 .028 .102 0.46 0.58 N->S Ext 223.3 4.00 9.00 16.5 .012 19.4 177 .028 .103 0.47 0.58 Line A A-1 3 Both Ext 191.2 4.00 9.00 16.5 .011 19.4 177 .028 .089 0.36 0.46 A-3 3 W->E Ext 179.3 3.75 9.00 16.5 .011 19.4 177 .028 .083 0.32 0.41 E->W Ext 179.3 3.75 9.00 16.5 .011 19.4 177 .028 .083 0.36 0.45 A-5 3 W->E Ext 179.3 3.75 9.00 16.5 .011 19.4 177 .028 .083 0.36 0.45 E->W Ext 179.3 3.75 9.00 16.5 .011 19.4 177 .028 .083 0.32 0.41 A-7 3 Both Ext 191.2 4.00 9.00 16.5 .011 19.4 177 .028 .089 0.36 0.46 Line F F-1 3 Both Ext 217.6 4.25 9.00 16.5 .011 19.4 177 .028 .101 0.44 0.56 F-4 3 Both Ext 217.6 4.25 9.00 16.5 .011 19.4 177 .028 .101 0.44 0.56 Line G G-1 3 Both Ext 154.7 4.00 9.00 16.5 .009 19.4 177 .028 .072 0.35 0.43 0-3 3 Both Ext 174.0 6.00 9.00 16.5 .006 19.4 177 .028 .081 0.23 0.32 0-5 3 Both Ext 154.7 4.00 9.00 16.5 .009 19.4 177 .028 .072 0.35 0.43 Wall, W Bending Ga Nonslip Shear Hold Total segment Gp Dir Sri v b h A Defl kips/ Vn en Defl Defl Defl pit ft ft sq.in in in lbs in in in in Level 3 Line 2 2-1 2 5->N Ext 53.2 23.50 8.00 16.5 .000 13.4 182 .030 .032 0.01 0.05 N->S Ext 54.2 23.50 8.00 16.5 .000 13.4 182 .030 .032 0.01 0.05 Line 4 4-1 2 S->N 1 73.3 18.25 8.00 16.5 .001 13.4 182 .030 .044 0.02 0.06 N->S 1 76.7 18.25 8.00 16.5 .001 13.4 182 .030 .046 0.02 0.06 Line 5 5-1 2 S->N 1 73.3 18.25 8.00 16.5 .001 13.4 182 .030 .044 0.02 0.06 34