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RISA-3D (R) Version 2 . 1 Engineering Design Group Job : of Minnesota Page: 16 Date: 3/13/97 Truss Analysis Of Tony Eiden Model Home. Structural Wood Corporation File = 97022A ------------------------< Envelope Section Forces >_________________________ ------------------- Member Shear Shear Moment Moment Sec Axial lc y-y lc z-z lc Torque lc y-y lc z-z lc --------------K----------K----------K--------K-ft-------K-ft-------K-ft----- 2 U -0 . 24 2 -0 . 02 2 0 . 00 1 0 . 00 1 0 . 00 1 -0 . 24 1 L -0 . 50 1 -0 . 02 1 0. 00 1 0 . 00 1 0 . 00 1 -0 . 29 2 3 U -0. 24 2 -0 . 02 2 0 . 00 1 0 . 00 1 0 . 00 1 -0 . 18 1 L -0 .50 1 -0 . 02 1 0. 00 1 0 . 00 1 0 . 00 1 -0. 25 2 4 U -0 . 24 2 -0 . 02 2 0. 00 1 0 . 00 1 0 . 00 1 -0 . 13 1 L -0. 50 1 -0 . 02 1 0 . 00 1 0 . 00 1 0 . 00 1 -0. 20 2 5 U -0. 24 2 -0. 02 2 0 . 00 1 0 . 00 1 0 . 00 1 -0 . 07 1 L -0.50 1 -0 . 02 1 0. 00 1 0 . 00 1 0 . 00 1 -0. 16 2 ---------------------------------------------------------------------------- 6 1 U 0. 50 1 -0 . 01 1 0. 00 1 0 . 00 1 0 . 00 1 -0 . 08 1 L 0. 24 2 -0 . 02 2 0 . 00 1 0 . 00 1 0. 00 1 -0 . 17 2 2 U 0. 50 1 -0 . 01 1 0. 00 1 0 . 00 1 0 . 00 1 -0.06 1 L 0. 24 2 -0 . 02 2 0. 00 1 0 . 00 1 0 . 00 1 -0. 13 2 3 U 0. 50 1 -0 . 01 1 0 . 00 1 0. 00 1 0 . 00 1 -0 . 04 1 L 0. 24 2 -0. 02 2 0. 00 1 0. 00 1 0. 00 1 -0.08 2 4 U 0. 50 1 -0 . 01 1 0 . 00 1 0.00 1 0.00 1 -0.02 1 L 0 . 24 2 -0 . 02 2 0 . 00 1 0. 00 1 0 . 00 1 -0.04 2 5 U 0.50 1 -0 . 01 1 0 . 00 1 0 . 00 1 0 . 00 1 0. 00 2 L 0. 24 2 -0. 02 2 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 ---------------------------------------------------------------------------- 7 1 U 1 . 97 2 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0. 00 1 L 1 . 68 1 0. 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 2 U 1 .97 2 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0. 00 1 L 1 .68 1 0.00 1 0 . 00 1 0 . 00 1 0 .00 1 0.00 1 3 U 1 . 97 2 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0. 00 1 L 1 .68 1 0 . 00 1 0 . 00 1 0 . 00 1 0. 00 1 0. 00 1 4 U 1 .97 2 0. 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 L 1 . 68 1 0 .00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 5 U 1 . 97 2 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0. 00 1 L 1 .68 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0. 00 1 ---------------------------------------------------------------------------- 8 1 U 1 . 31 2 0.00 1 0. 00 1 0 . 00 1 0 . 00 1 0. 00 1 L 0. 28 1 0. 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 2 U 1. 31 2 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0.00 1 L 0. 28 1 0. 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 3 U 1. 31 2 0.00 1 0 . 00 1 0 . 00 1 0 . 00 1 0. 00 1 L 0. 28 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 4 U 1. 31 2 0.00 1 0 . 00 1 0 . 00 1 0 . 00 1 0. 00 1 L 0. 28 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0. 00 1 5 U 1 . 31 2 0. 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0.00 1 L 0 . 28 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0.00 1 ---------------------------------------------------------------------------- 9 1 U -1 . 38 1 -0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 .00 1 L -2. 31 2 -0 . 00 2 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 2 U -1 . 38 1 -0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 2 L -2 . 31 2 -0 . 00 2 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1