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RISA-3D (R) Version 2 . 1 <br /> Engineering Design Group Job : <br /> of Minnesota Page: 2 <br /> Date: 3/13/97 <br /> Truss Analysis Of Tony Eiden Model Home. <br /> Structural Wood Corporation File = 97022A <br /> ---------------------------------------------------------------------------- <br /> ---------------------------------------------------------------------------- <br /> Units. . . . . . . . . . . . . . . . . . . . . . . . . . . . . US Standard <br /> Steel Code. . . . . . . . . . . . . . . . . . . . . . . . AISC 9th Edition ASD <br /> Allowable Stress Increase Factor. . 1 . 333 <br /> Include Shear Deformation. . . . . . . . . Yes <br /> Include Warping. . . . . . . . . . . . . . . . . . . Yes <br /> No. of Sections for Member Calcs. . 5 <br /> DoRedesign. . . . . . . . . . . . . . . . . . . . . . . Yes <br /> P-Delta Analysis Tolerance. . . . . . . . 0 . 50� <br /> Vertical Axis. . . . . . . . . . . . . . . . . . . . . Y <br /> ___________________________< Joint Coordinates >____________________________ <br /> Joint X Y Z Joint <br /> No Coordinate Coordinate Coordinate Temperature <br /> 0 <br /> ------------------ft------------ft------------ft-------------- F------------ <br /> 1 0 . 000 0 . 000 0 . 000 0 . 00 <br /> 2 5. 313 5 . 385 0 . 000 0 . 00 <br /> 3 10.771 10 . 927 0 . 000 0 . 00 <br /> 4 16 . 229 5 . 385 0 . 000 0 . 00 <br /> 5 21 . 542 0 . 000 0 . 000 0 . 00 <br /> 6 10 . 771 0 . 000 0 . 000 0 . 00 <br /> ___=====T_________________< Boundary Conditions >___________________________ <br /> Joint +--------- Translation --------+ +---------- Rotation ----------+ <br /> No X Y Z Mx My Mz <br /> -----------K/in-------K/in-------K/in------K-ft/rad---K-ft/rad---K-ft/rad--- <br /> 1 Reaction Reaction Reaction <br /> 3 Reaction <br /> 5 Reaction Reaction Reaction <br /> _______----- ' <br /> ________________________< Materials >________________________________ <br /> Material Young's Shear Poisson's Thermal Weight Yield <br /> Label Modulus Modulus Ratio Coef . Density Stress <br /> -------------Ksi----------Ksi------------------°F------K/ft3-------Ksi------ <br /> WOOD 1700 . 00 607 . 14 0 . 4000 0 . 00000 0 . 030 1 . 15 <br /> ------------------ - <br /> __________________________< Sections >_____________-__________________ <br /> Section Database Material As As I I Torsion <br /> Label Shape Label Area yy zz yy zz J <br /> ------------------------------in^2---------------in^4-------in^4-----in^4--- <br /> TC-1 WOOD 76 . 90 1 . 2 1 . 2 168 . 00 1441 . 00 1 . 00 <br /> W-1 WOOD 3Q .80 1 . 2 1 . 2 67 . 00 92 . Q0 1 . 00 <br /> W-2 WOOD 30 . 80 1 . 2 1 . 2 67 . 00 92 . 00 1 . 00 <br /> BC-1 WOOD 61 . 50 1 . 2 1 . 2 135 . 00 738 . 00 1 . 00 <br />