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7 <br /> RISA-3D (R) Version 2 . 1 <br /> Engineering Design Group Job : <br /> of Minnesota Page: 17 <br /> Date: 3/13/97 <br /> Truss Analysis Of Tony Eiden Model Home. <br /> Structural Wood Corporation File = 97022A <br /> ________________________< Envelope Section Forces >_________________________ <br /> Member Shear Shear Moment Moment <br /> Sec Axial lc y-y lc z-z lc Torque lc y-y lc z-z lc <br /> --------------K----------K----------K--------K-ft-------K-ft-------K-ft----- <br /> 3 U -1. 38 1 -0.00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 01 2 <br /> L -2 . 31 2 -0 . 00 2 0 . 00 1 0 . 00 1 0 . 00 1 0. 01 1 <br /> 4 U -1.38 1 -0. 00 1 0 . 00 1 0 .00 1 0 . 00 1 0 . 01 2 <br /> L -2. 31 2 -0. 00 2 0 . 00 1 0 . 00 1 0 . 00 1 0 . 01 1 <br /> 5 U -1. 38 1 -0.00 1 0. 00 1 0 . 00 1 0 . 00 1 0 . 01 2 <br /> L -2 . 31 2 -0 . 00 2 0 . 00 1 0 . 00 1 0 . 00 1 0 . 01 1 <br /> ---------------------------------------------------------------------------- <br />