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RISA-3D (R) Version 2 . 1 <br /> Engineering Design Group Job : <br /> of Minnesota Page: 5 <br /> Date: 3/13/97 <br /> Truss Analysis Of Tony Eiden Model Home. <br /> Structural Wood Corporation File = 97022A <br /> _____________< Joint Displacements, LC 1 : DL + WL + ( 1/2 )SL >_____________ <br /> Joint +--------- Translation --------+ +----------- Rotation ----------+ <br /> No. X Y Z X Rotate Y Rotate Z Rotate <br /> -----------in---------in---------in----------rad--------rad--------rad------ <br /> 1 -0.000 -0 . 000 0 .000 0.00000 0.00000 -0 .00020 <br /> 2 0.006 -0 . 007 0 . 000 0 . 00000 0 .00000 -0 .00004 <br /> 3 0 . 002 -0 . 004 0 . 000 0 . 00000 0 . 00000 -0 .00009 <br /> 4 -0 . 002 -0 . 006 0 . 000 0 . 00000 0 . 00000 0.00001 <br /> 5 0. 000 -0 .000 0. 000 0 . 00000 0 . 00000 0 . 00008 <br /> 6 0 . 001 -0 . 008 0 . 000 0 . 00000 0 . 00000 0 . 00003 <br /> _________________< Story Drift, LC 1 : DL + WL + (1/2)SL >_________________ <br /> Story +--- X Direction ---+ +--- Y Direction ---+ +--- Z Direction ---+ <br /> No. Joint Drift � of Ht Joint Drift % of Ht Joint Drift % of Ht <br /> . , <br /> ---------------in----------------------in----------------------in----------- <br /> No Stories Defined. . . <br /> __________________< Reactions , LC 1 : DL + WL + ( 1/2)SL >__________________ <br /> Joint +----------- Forces -----------+ +----------- Moments ----------+ <br /> No. X Y Z Mx My Mz <br /> -----------K----------K----------K-----------K-ft-------K-ft-------K-ft----- <br /> 1 0. 25 1 . 68 0.00 0 . 00 0 . 00 0.00 <br /> 3 0 .00 0. 00 0 . 00 0 . 00 0 . 00 0. 00 <br /> 5 -3 . 62 3 . 39 0 . 00 0 . 00 0 . 00 0 . 00 <br /> Totals: -3 . 38 5. 06 0 . 00 <br /> Center of Gravity Coords (X,Y, Z) (ft) : 10 . 602 , 5 . 344 , 0 . 000 <br /> ____________< Member Section Forces, LC 1 : DL + WL + ( 1/2 )SL >____________ <br /> Member Joints Shear Shear Moment Moment <br /> I - J Sec Axial y-y z-z Torque y-y z-z <br /> ----------------------K--------K--------K-------K-ft------K-ft-------K-ft--- <br /> 1 1- 2 1 1 . 73 0 . 66 0 . 00 0. 00 0 . 00 0 . 30 <br /> 2 1 .66 0 . 29 0 . 00 0 . 00 0 . 00 -0 . 60 <br /> 3 1 . 58 -0 . 07 0 . 00 0 . 00 0 . 00 -0 .81 <br /> 4 1 . 50 -0 . 44 0 . 00 0 . 00 0 . 00 -0 . 32 <br /> 5 1 . 43 -0 . 81 0 . 00 0 . 00 0 . 00 0. 86 <br /> ---------------------------------------------------------------------------- <br /> 2 2- 3 1 1 . 43 0 . 87 0 . 00 0 . 00 0 . 00 0. 86 <br /> 2 1 . 35 0.49 0 . 00 0 . 00 0 . 00 -0 .45 <br /> 3 1 . 27 0. 11 0 . 00 0 . 00 0 . 00 -1 . 04 <br /> 4 1 . 19 -0 . 27 0 . 00 0 . 00 0 . 00 -0. 89 <br /> 5 1 . 12 -0 . 64 0 . 00 0 . 00 0 . 00 -0. 00 <br /> ---------------------------------------------------------------------------- <br /> 3 3- 4 1 1 . 61 0 . 15 0 . 00 0 . 00 0 . 00 0 . 00 <br /> 2 1 . 99 0. 08 0 . 00 0 . 00 0 . 00 -0 . 23 <br /> 3 2 . 37 0 . 01 0 . 00 0 . 00 0 . 00 -0 . 31 <br /> 4 2 .75 -0 . 07 0 . 00 0 . 00 0.00 -0. 26 <br /> 5 3 . 13 -0 . 14 0 . 00 0. 00 0 . 00 -0.06 <br /> ---------------------------------------------------------------------------- <br /> 4 4- 5 1 3 . 13 0. 13 0 . 00 0 . 00 0 . 00 -0.06 <br />