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RISA-3D (R) Version 2 . 1 <br /> Engineering Design Group Job : <br /> of Minnesota Page: 11 <br /> Date: 3/13/97 <br /> Truss Analysis Of Tony Eiden Model Home. <br /> Structural Wood Corporation File = 97022A <br /> -------------< Plate/Shell Forces, LC 1 : DL + WL + ( 1/2)SL >______________ <br /> No. Label Qx Qy Mx My Mxy <br /> (R,S) Fx Fy Fxy (values are per linear ft) <br /> --------------------K-----------K---------K-ft,K-------K-ft--------K-ft----- <br /> _______< Plate/Shell Principal Stresses, LC 1 : DL + WL + ( 1/2)SL >________ <br /> No. Label == Values are for Top (T) and Bottom (B) Surfaces =_ <br /> (R,S) Sigmal Sigma2 Tau Max Angle Von Mises <br /> . . . . <br /> --------------------Ksi---------Ksi---------Ksi---------rad---------Ksi----- <br /> _______________< Redesign Shapes, LC 1 : DL + WL + ( 1/2)SL >_______________ <br /> Section Suggested Alternate Shapes <br /> Set lst Choice 2nd Choice 3rd Choice 4th Choice <br /> ---------------------------------------------------------------------------- <br /> Redesign not performed. . . <br /> ______________< Material Takeoff, LC 1 : DL + WL + ( 1/2 )SL >_______________ <br /> Section Database Total Total <br /> Set Shape Length Weight <br /> -----------------------------------ft----------------K---------------------- <br /> TC-1 30. 69 0 . 49 <br /> W-1 10. 93 0 . 07 <br /> W-2 15 . 33 0 . 10 <br /> BC-1 21 . 54 0 . 28 <br />