1996-008513 - new residence - Laserfiche WebLink

Home Browse Search

RISA-3D (R) Version 2 . 1 Engineering Design Group Job : of Minnesota Page: 15 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----- 1 1 U 4 . 56 2 0 . 80 2 0. 00 1 0 . 00 1 0 . 00 1 0 . 34 2 L 1 .73 1 0. 66 1 0. 00 1 0 . 00 1 0 . 00 1 0. 30 1 2 U 4. 26 2 0. 36 2 0. 00 1 0 . 00 1 0. 00 1 -0 . 60 1 L 1. 66 1 0 . 29 1 0. 00 1 0 . 00 1 0 . 00 1 -0 . 77 2 3 U 3 . 96 2 -0.07 2 0 . 00 1 0 . 00 1 0 . 00 1 -0.81 1 L 1 .58 1 -0 . 07 1 0. 00 1 0 . 00 1 0 . 00 1 -1 .04 2 4 U 3 .66 2 -0 . 44 1 0. 00 1 0 . 00 1 0 . 00 1 -0. 32 1 L 1 .50 1 -0.51 2 0 . 00 1 0 . 00 1 0 . 00 1 -0. 49 2 5 U 3 . 37 2 -0. 81 1 0 . 00 1 0 . 00 1 0 . 00 1 0.90 2 L 1 . 43 1 -0 . 95 2 0 . 00 1 0. 00 1 0. 00 1 0. 86 1 ---------------------------------------------------------------------------- 2 1 U 3 . 37 2 1 .02 2 0. 00 1 0 . 00 1 0 . 00 1 0 . 90 2 L 1 .43 1 0 . 87 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 86 1 2 U 3 . 06 2 0. 57 2 0 . 00 1 0 . 00 1 0 . 00 1 -0 . 45 1 L 1 . 35 1 0 . 49 1 0 .00 1 0 . 00 1 0 . 00 1 -0 . 64 2 3 U 2 . 76 2 0 . 12 2 0 . 00 1 0 . 00 1 0 . 00 1 -1 . 04 1 L 1 . 27 1 0 . 11 1 0 .00 1 0 . 00 1 0 . 00 1 -1 . 31 2 4 U 2. 45 2 -0. 27 1 0 . 00 1 0 . 00 1 0 . 00 1 -0. 89 1 L 1 . 19 1 -0 . 34 2 0 . 00 1 0 . 00 1 0 . 00 1 -1 . 09 2 5 U, 2. 14 2 -0. 64 1 0 . 00 1 0 . 00 1 0 . 00 1 -0. 00 1 L 1 . 12 1 -0 . 79 2 0 . 00 1 0 . 00 1 0 . 00 1 -0. 00 2 ---------------------------------------------------------------------------- 3 1 U 2. 40 2 0 . 54 2 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 L 1. 61 1 0 . 15 1 0 . 00 1 0 . 00 1 0 . 00 1 0. 00 1 2 U 2.85 2 0. 24 2 0 . 00 1 0 . 00 1 0 . 00 1 -0 . 23 1 L 1 . 99 1 0. 08 1 0 . 00 1 0 . 00 1 0 . 00 1 -0. 75 2 3 U 3 . 31 2 0 . 01 1 0 . 00 1 0. 00 1 0 . 00 1 -0 . 31 1 L 2 . 37 1 -0 . 06 2 0 . 00 1 0 . 00 1 0 . 00 1 -0 .92 2 4 U 3 . 77 2 -0 . 07 1 0 . 00 1 0. 00 1 0 . 00 1 -0. 26 1 L 2 .75 1 -0. 36 2 0 . 00 1 0 . 00 1 0 . 00 1 -0. 52 2 5 U 4 .22 2 -0 . 14 1 0 . 00 1 0. 00 1 0 . 00 1 0.48 2 L 3 . 13 1 -0. 66 2 0 . 00 1 0 . 00 1 0 . 00 1 -0. 06 1 ---------------------------------------------------------------------------- 4 1 U 4 .22 2 0. 65 2 0 . 00 1 0. 00 1 0 . 00 1 0 . 48 2 L 3 .13 1 0 . 13 1 0 . 00 1 0 . 00 1 0. 00 1 -0.06 1 2 U 4. 66 2 0. 35 2 0 . 00 1 0. 00 1 0 . 00 1 -0. 24 1 L 3 . 50 1 0. 06 1 0 . 00 1 0. 00 1 0 . 00 1 -0 . 47 2 3 U 5. 11 2 0 . 06 2 0 . 00 1 0 . 00 1 0. 00 1 -0. 30 1 L 3 .86 1 -0. 01 1 0. 00 1 0 . 00 1 0 . 00 1 -0.86 2 4 U 5. 55 2 -0 . 08 1 0 . 00 1 0 . 00 1 0 . 00 1 -0 . 22 1 L 4 . 23 1 -0. 23 2 0 . 00 1 0 . 00 1 0 . 00 1 -0 .71 2 5 U 5 . 99 2 -0 . 15 1 0 . 00 1 0 . 00 1 0 . 00 1 0.00 2 L 4 .60 1 -0. 52 2 0 . 00 1 0 . 00 1 0.00 1 0. 00 1 ---------------------------------------------------------------------------- 5 1 U -0. 24 2 -0 . 02 2 0 . 00 1 0. 00 1 0 . 00 1 -0. 30 1 L -0. 50 1 -0 . 02 1 0 . 00 1 0 . 00 1 0 . 00 1 -0. 34 2