Laserfiche WebLink
: NKH Engineering Oct 15,2019 <br /> I ICompany,RISA DJobNesignerumber 19 1: AKR03 12:48 AM <br /> Checked By:NKH <br /> Model Name : Everett Garage-Roof Truss <br /> Joint Reactions <br /> LC _ Joint Label X[k] Y[k] Z[k] MXjk-ft] MY[k-ft] -MZ[k-ft] <br /> 1 1 N1 3.027 1.952 0 0 0 0 <br /> 2 1 N3 -3.027 1952 0 I 0 ! 0 ' 0 <br /> 3 1 N4 0 0 0 0 0 0 <br /> 4 1 Totals: 0 3.904 0 <br /> 5 1 1 COG (ft): X: 9.75 Y: 2.339 Z; 0___ <br /> Joint Deflections (By Combination) <br /> LC - Joint Label X jip Y[in] Z[in] X Rotation[rad] Y Rotation[rad] Z Rotation[radL <br /> 1 1 N1 0 0 0 0 0 -2.5e-03 <br /> 2 1 <br /> I N2 0 -.058 0 0 0 0 <br /> 3 1 N3 0 0 0 0 0 2.5e-03 <br /> 4 1 N4 0 -.049 0 0 0 0 <br /> 5 1 N5 .011 -.05 0 0 0 1.111 e-04 <br /> 6 1 I N6 -.011 -.05 0 I 0 0 -1.111 e-04 <br /> Member Wood Code Checks <br /> LC Member Shape UC <br /> Max <br /> 1 826 Shear...L 479_Dir I Fc''[ksi Ft'[ks 1 1b077 1b��kk....Fv'[ksi] RB CL_ CP Eqn <br /> 1 1 M 1 2X8 .18 6.218 .997 .701 3.9-3 <br /> 2 1 M2_ 2X8 .551 9.131 .280 5.479 y .994 .688 1.077 1.242 ' .18 16.218 .997 .701 3.9-3_ <br /> 3 1 M3 2-2X4 .531 9.75 174 9.75 y __..106 .854 1.336 1.485 .18 19.539 .99 .0.68 3.9-3 <br /> I 4 1 M4 2X4 .262 5 .000 0 z _287 .853 1.336 1.485 .18 9.661 _989 .185 3.9-1 II <br /> 5 1 M5 2X4 _625 5.479 .005 0 y .241 _852 1.334 1.485 .18 110.113 .988 .155 3.6.3 <br /> 6 1 M6 2X4 .625 5.479 .005 5.479 y .241 1 .852 1.334 1.485 .18 10.113 .988 .155 3.6.3`' <br /> RISA-3D Version 17.0.2 [D:\...\...\19-103 Everett Garage Assessment\Calculations\Roof Framing.r3d] Page S12 <br /> d3/ 13 <br />