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RISA-3D (R) Version 2 . 1 <br /> Engineering Design Group Job : <br /> of Minnesota Page: 6 <br /> Date: 3/13/97 <br /> Truss Analysis Of Tony Eiden Model Home. <br /> Structural Wood Corporation File = 97022A <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 /> 2 3 . 50 0 .06 0 . 00 0 . 00 0 . 00 -0 . 24 <br /> 3 3 . 86 -0.01 0 . 00 0 . 00 0 .00' -0 . 30 <br /> 4 4 . 23 -0.08 0 . 00 0 . 00 0.00 -0. 22 <br /> 5 4 . 60 -0 . 15 0 . 00 0 . 00 0.00 0.00 <br /> ---------------------------------------------------------------------------- <br /> 5 1- 6 1 -0 . 50 -0 .02 0 . 00 0 . 00 0 . 00 -0 . 30 <br /> 2 -0. 50 -0 . 02 0 . 00 0 . 00 0 . 00 -0 . 24 <br /> 3 -0. 50 -0. 02 0 . 00 0. 00 0 . 00 -0 . 18 <br /> 4 -0 .50 -0.02 0 .00 0 . 00 0.00 -0. 13 <br /> 5 -0 . 50 -0.02 0 . 00 0 . 00 0. 00 -0.07 <br /> ---------------------------------------------------------------------------- <br /> 6 6- 5 1 0 . 50 -0 . 01 0 . 00 0 . 00 0 . 00 -0 .08 <br /> 2 0 . 50 -0 . 01 0 . 00 0 . 00 0 . 00 -0.06 <br /> 3 0. 50 -0 . 01 0 . 00 0 . 00 0 . 00 -0 . 04 <br /> 4 0 . 50 -0. 01 0 . 00 0 . 00 0 . 00 -0 . 02 <br /> 5 0 . 50 -0 . 01 0 . 00 0 . 00 0 . 00 0 . 00 <br /> ---------------------------------------------------------------------------- <br /> 7 2- 6 1 1 .68 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 <br /> 2 1 . 68 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 <br /> 3 1 . 68 0 . 00 0 . 00 0 . 00 0 . 00 0 .00 <br /> 4 1 .68 0 . 00 0 . 00 0 . 00 0 . 00 0.00 <br /> 5 1 . 68 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 <br /> ---------------------------------------------------------------------------- <br /> 8 4- 6 1 0 . 28 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 <br /> 2 0 . 28 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 <br /> 3 0 . 28 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 <br /> 4 0 . 28 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 <br /> 5 0. 28 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 <br /> ---------------------------------------------------------------------------- <br /> 9 3- 6 1 -1 . 38 -0 . 00 0 . 00 0 .00 0 . 00 0 . 00 <br /> 2 -1 . 38 -0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 <br /> 3 -1 . 38 -0.00 0 . 00 0 . 00 0 . 00 0 . 01 <br /> 4 -1 . 38 -0.00 0 . 00 0 . 00 0 . 00 0 . 01 <br /> 5 -1 . 38 -0 .00 0 . 00 0 . 00 0 . 00 0 . 01 <br /> ---------------------------------------------------------------------------- <br /> ---------------< Member Stresses, LC 1 : DL + WL + ( 1/2)SL >_______________ <br /> Member Shear Shear +-------------- Bending --------------+ <br /> Sec Axial y-y z-z y-top y-bot z-top z-bot <br /> -------------Ksi-------Ksi-----Ksi------Ksi-------Ksi-------Ksi-------Ksi--- <br /> 1 1 0 . 02 0. 01 0.00 - No Calc- <br /> 2 0 . 02 0. 00 0 . 00 <br /> 3 0. 02 -0. 00 0.00 <br /> 4 0. 02 -0 . 01 0.00 <br /> 5 0 .02 -0 . 01 0 . 00 <br /> ---------------------------------------------------------------------------- <br />