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RISA-3D (R) Version 2 . 1 Engineering Design Group Job : of Minnesota Page: 7 Date: 3/13/97 Truss Analysis Of Tony Eiden Model Home. Structural Wood Corporation File = 97022A _______________< Member Stresses, LC 1 : DL + WL + ( 1/2)SL >_______________ Member Shear Shear +-------------- Bending --------------+ Sec Axial y-y z-z y-top y-bot z-top z-bot -------------Ksi-------Ksi-----Ksi------Ksi-------Ksi-------Ksi-------Ksi--- 2 1 0 . 02 0 . 01 0 . 00 - No Calc- 2 0. 02 0. 01 0. 00 3 0.02 0. 00 0. 00 4 0 .02 -0. 00 0. 00 5 0 . 01 -0.01 0. 00 ---------------------------------------------------------------------------- 3 1 0 . 02 0 . 00 0 .00 - No Calc- 2 0 . 03 0 . 00 0.00 3 0 . 03 0 . 00 0. 00 4 0 . 04 -0 . 00 0 . 00 5 0 . 04 -0. 00 0 . 00 ---------------------------------------------------------------------------- 4 1 0 . 04 0 . 00 0 . 00 - No Calc- 2 0.05 0 . 00 0 .00 3 0. 05 -0 . 00 0.00 4 0.06 -0 . 00 0.00 5 0. 06 -0. 00 0. 00 ---------------------------------------------------------------------------- 5 1 -0. 01 -0 . 00 0 . 00 - No Calc- 2 -0 .01 -0. 00 0 . 00 3 -0.01 -0. 00 0. 00 4 -0. 01 -0 . 00 0 . 00 5 -0.01 -0 . 00 0 . 00 ---------------------------------------------------------------------------- 6 1 0. 01 -0 . 00 0. 00 - No Calc- 2 0 . 01 -0. 00 0 . 00 3 0 . 01 -0 . 00 0. 00 4 0 . 01 -0 . 00 0 . 00 5 0 . 01 -0 . 00 0 . 00 ---------------------------------------------------------------------------- 7 1 0 . 05 0 . 00 0 . 00 - No Calc- 2 0 .05 0 . 00 0 .00 3 0 . 05 0. 00 0 . 00 4 0 . 05 0 . 00 0 . 00 5 0 . 05 0 . 00 0 . 00 ---------------------------------------------------------------------------- 8 1 0 . 01 0. 00 0 . 00 - No Calc- 2 0. 01 0 . 00 0 . 00 3 0 . 01 0. 00 0 . 00 4 0.01 0 . 00 0.00 5 0. 01 0 . 00 0. 00 ---------------------------------------------------------------------------- 9 1 -0 .04 -0 . 00 0 . 00 - No Calc- 2 -0 . 04 -0 . 00 0 . 00 3 -0. 04 -0. 00 0 . 00 4 -0. 04 -0 . 00 0 . 00