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RISA-3D (R) Version 2 . 1 <br /> Engineering Design Group Job : <br /> of Minnesota Page: 8 <br /> Date: 3/13/97 <br /> Truss Analysis Of Tony Eiden Model Home. <br /> Structural Wood Corporation File = 97022A <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 /> . . . . . . . <br /> -------------Ks1-------Ksi-----Ksi------Ksi-------Ksi-------Ksi-------Ksi--- <br /> 5 -0.04 -0. 00 0. 00 <br /> ---------------------------------------------------------------------------- <br /> _____________< Member Deflections , LC 1 : DL + WL + ( 1/2)SL >______________ <br /> Member +--------- Translation ---------+ Defls as L/n Ratios <br /> Sec x y z x Rotate L/n (y) L/n ( z) <br /> -------------in---------in---------in---------rad--------rad---------rad---- <br /> 1 1 0. 000 0 . 000 0.000 0 . 00000 NC NC <br /> 2 -0. 000 -0 . 004 0.000 0 . 00000 NC NC <br /> 3 -0. 001 -0 . 007 0 . 000 0 . 00000 NC NC <br /> 4 -0. 001 -0. 009 0 . 000 0. 00000 NC NC <br /> 5 -0. 001 -0. 009 0 . 000 0. 00000 NC NC <br /> ---------------------------------------------------------------------------- <br /> 2 1 -0. 001 -0 . 009 0 . 000 0 . 00000 NC NC <br /> 2 -0.001 -0 . 010 0 . 000 0 . 00000 NC NC <br /> 3 -0.002 -0 . 011 0 . 000 0 . 00000 NC NC <br /> 4 -0 . 002 -0 . 009 0 . 000 0. 00000 NC NC <br /> 5 -0 . 002 -0 . 004 0 . 000 0 . 00000 NC NC <br /> ---------------------------------------------------------------------------- <br /> 3 1 0. 004 -0 . 002 0 . 000 0. 00000 NC NC <br /> 2 0 . 004 -0 . 004 0 . 000 0 . 00000 NC NC <br /> 3 0.004 -0. 005 0 . 000 0 . 00000 NC NC <br /> 4 0.003 -0 . 006 0 . 000 0. 00000 NC NC <br /> 5 0. 003 -0 . 006 0 . 000 0 . 00000 NC NC <br /> ---------------------------------------------------------------------------- <br /> 4 1 0. 003 -0.006 0 . 000 0. 00000 NC NC <br /> 2 0.002 -0.005 0 . 000 0. 00000 NC NC <br /> 3 0.001 -0 . 004 0 . 000 0. 00000 NC NC <br /> 4 0.001 -0 . 002 0 . 000 0 . 00000 NC NC <br /> 5 0.000 0.000 0 . 000 0 . 00000 NC NC <br /> ---------------------------------------------------------------------------- <br /> 5 1 0. 000 0 . 000 0 . 000 0 . 00000 NC NC <br /> 2 0 . 000 -0 . 005 0 . 000 0. 00000 NC NC <br /> 3 0. 000 -0. 008 0 . 000 0 . 00000 NC NC <br /> 4 0. 000 -0 . 008 0 . 000 0. 00000 NC NC <br /> 5 0.001 -0. 008 0 . 000 0 . 00000 NC NC <br /> ---------------------------------------------------------------------------- <br /> 6 1 0. 001 -0 . 008 0 . 000 0 . 00000 NC NC <br /> 2 0. 000 -0 . 007 0 . 000 0 . 00000 NC NC <br /> 3 0.000 -0 . 005 0 . 000 0 . 00000 NC NC <br /> 4 0. 000 -0 . 002 0. 000 0 . 00000 NC NC <br /> 5 0.000 0 . 000 0 . 000 0 . 00000 NC NC <br /> ---------------------------------------------------------------------------- <br /> 7 1 0 . 009 -0 . 001 0 . 000 0 . 00000 NC NC <br /> 2 0 .008 -0 . 002 0 . 000 0 . 00000 NC NC <br /> 3 0 . 007 -0 .003 0 . 000 0 . 00000 NC NC <br />