Laserfiche WebLink
Woodworks®Shearwalis 17134.1 Rucker Duplex Lateral-UPDATED FEB <br /> 2018.wsw Feb.11,2018 12:21:19 <br /> Flexible Diaphragm Wind Design <br /> ASCE 7 Directional(All Heights)Loads <br /> SHEAR RESULTS <br /> N-S W For ASD Shear Force[pif] Asp-Cub Allowable Shear[pit] Resp. <br /> Sheariines Gp Dir v vmax V[lbs] Int Ext Int Ext Co C Cmb V(ibs] Ratio <br /> Line 2 <br /> Level 3 <br /> Ln2, Lev3 - S->N - - 1249 - - - - - 8554 - <br /> - N->S - - 1274 - - - - - - 8554 - <br /> Wall 2-1 2 S->N 53.2 - 1249 - 1.0 - 364 - 364 8554 0.15 <br /> 2 N->S 54.2 - 1274 - 1.0 - 364 - 364 8554 0.15 <br /> Level 2 <br /> Ln2, Lev2 - S->N - - 2242 - - - - - 4803 - <br /> - N->S - - 2268 - - - - - - 4803 - <br /> Wall 2-1 3 S->N 207.0 - 776 - .83 - 532 - 443 1663 0.47 <br /> 3 N->S 209.3 - 785 - .83 - 532 - 443 1663 0.47 <br /> Wall 2-2 3 S->N 179.4 - 583 - .72 - 532 - 384 1249 0.47 <br /> 3 N->S 181.4 - 590 - .72 - 532 - 384 1249 0.47 <br /> Wall 2-7 3 S->N 220.8 - 883 - .89 - 532 - 473 1892 0.47 <br /> 3 N->S 223.3 - 893 - .89 - 532 - 473 1892 0.47 <br /> Level 1 <br /> Ln2, Levl - S->N - - 4893 - - - - - - 9464 - <br /> - N->S - - 4981 - - - - - - 9464 - <br /> Wall 2-1 2 S->N 188.2 - 3294 - 1.0 - 364 - 364 6370 0.52 <br /> 2 N->S 191.6 - 3353 - 1.0 - 364 - 364 6370 0.53 <br /> Wall 2-3 2 S->N 188.2 - 1600 - 1.0 - 364 - 364 3094 0.52 <br /> 2 N->S 191.6 - 1628 1.0 - 364 364 3094 0.53 <br /> Line 4 <br /> Level 3 <br /> Ln4, Lev3 - S->N - - 1337 - - - - - - 6643 - <br /> - N->S - - 1399 - - - - - - 6643 - <br /> Wall 4-1 2 S->N 73.3 - 1337 - 1.0 - 364 - 364 6643 0.20 <br /> 2 N->S 76.7 - 1399 - 1.0 - 364 - 364 6643 0.21 <br /> Level 2 <br /> Ln4, Lev2 - Both - - 2087 - - - - - - 6643 - <br /> Wall 4-1 2 Both 114.4 - 2087 - 1.0 - 364 - 364 6643 0.31 <br /> Line 5 <br /> Level 3 <br /> Ln5, Lev3 - S->N - - 1337 - - - - - - 6643 - <br /> - N->S - - 1399 - - - - - - 6643 - <br /> Wall 5-1 2 S->N 73.3 - 1337 - 1.0 - 364364 6643 0.20 <br /> 2 N->S 76.7 - 1399 - 1.0 - 364 - 364 6643 0.21 <br /> Level 2 <br /> Ln5, Lev2 - Both - - 2087 - - - - - - 6643 - <br /> Wall 5-1 2 Both 114.4 - 2087 - 1.0 - 364 - 364 6643 0.31 <br /> Line 7 <br /> Level 3 <br /> Ln7, Lev3 - S->N - - 1249 - - - - - - 8554 - <br /> - N->S - - 1274 - - - - - - 8554 - <br /> Wall 7-1 2 S->N 53.2 - 1249 - 1.0 364 - 364 8554 0.15 <br /> 2 N->S 54.2 - 1274 - 1.0 - 364 - 364 8554 0.15 <br /> Level 2 <br /> Ln7, Lev2 - S->N - - 2242 - - - - - - 4803 - <br /> - N->S - - 2268 - - - - - - 4803 - <br /> Wall 7-1 3 S->N 207.0 - 776 - .83 - 532 - 443 1663 0.47 <br /> 3 N->S 209.3 785 - .83 - 532 - 443 1663 0.47 <br /> Wall 7-2 3 S->N 179.4 - 583 - .72 532 - 384 1249 0.47 <br /> 3 N->S 181.4 - 590 - .72 - 532 - 384 1249 0.47 <br /> Wall 7-7 3 S->N 220.8 - 883 - .89 - 532 473 1892 0.47 <br /> 3 N->S 223.3893 - .89 - 532 - 473 1892 0.47 <br /> 7 <br /> Level - <br /> Ln7, Levl - S->N - - 4893 - - - - - - 9464 - <br /> - N->S - - 4981 - - - - - - 9464 - <br /> Wall 7-1 2 S->N 188.2 - 3294 - 1.0 - 364 - 364 6370 0.52 <br /> 2 N->S 191.6 - 3353 - 1.0 - 364 - 364 6370 0.53 <br /> Wall 7-3 2 S->N 188.2 - 1600 - 1.0 - 364 - 364 3094 0.52 <br /> 2 N->S 191.6 - 1628 - 1.0 - 364 - 364 3094 0.53 <br /> E•W W For ASD Shear Force[pif] Asp-Cub Allowable Shear[off] Resp. <br /> Shearlines Gp Dir v vmax V Fibs] Int Ext Int Ext Co C Cmb V[lbs] Ratio <br /> Line A <br /> 26 <br />