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RISA-3D (R) Version 2 . 1 <br /> Engineering Design Group Job : <br /> of Minnesota Page: 4 <br /> Date: 3/13/97 <br /> Truss Analysis Of Tony Eiden Model Home. <br /> Structural Wood Corporation File = 97022A <br /> ____________________< Member Distributed Loads , BLC 1 >_____________________ <br /> Joints Load Pattern Pattern <br /> Member I J Label Multiplier <br /> ---------------------------------------------------------------------------- <br /> 4 4 5 S.L. 0 . 5000 <br /> ____________________< Member Distributed Loads , BLC 2 >_____________________ <br /> Joints Load Pattern Pattern <br /> Member I J Label Multiplier <br /> ---------------------------------------------------------------------------- <br /> 1 1 2 D.L. 1 . 0000 <br /> 1 1 2 W.L. 0 . 5000 <br /> 1 1 2 S.L. 1 . 0000 <br /> 2 2 3 D.L. 1 . 0000 <br /> 2 2 3 W.L. 0 . 5000 <br /> 2 2 3 S.L. 1 . 0000 <br /> 3 3 4 D.L. 1 . 0000 <br /> 3 3 4 W.L. 0 . 5000 <br /> 3 3 4 S.L. 1 . 0000 <br /> 4 4 5 D.L. 1 .0000 <br /> 4 4 5 W.L. 0 . 5000 <br /> 4 4 5 S.L. 1 . 0000 <br /> _____________________________< Load Patterns >______________________________ <br /> Pattern Magnitudes Locations <br /> Label Dir Start End Start End <br /> -------------------K/ft,F----------K/ft,F-----------ft or o-------ft or %--- <br /> W.L. X 0 . 110 0 . 110 0 . 000 0 . 000 <br /> D.L. Y -0 . 055 -0 . 055 0 . 000 0 . 000 <br /> S.L. Y -0 . 220 -0 . 220 0 . 000 0 . 000 <br /> ___________________________< Load Combinations >____________________________ <br /> RWPE <br /> No. Description BLC Fac BLC Fac BLC Fac BLC Fac BLC Fac SSdv <br /> ---------------------------------------------------------------------------- <br /> 1 DL + WL + (1/2)SL 1 1 y <br /> 2 DL + (1/2)WL + SL 2 1 y <br /> ---------------------------------------------------------------------------- <br /> ---------------------------------------------------------------------------- <br /> Dynamics Input: <br /> Number of Modes. . . . . . . . . . . . 3 <br /> Load Combination Number. . . . 1 <br /> Acceleration of Gravity. . . . 32 . 20 ft/sec^2 <br /> Convergence Tolerance. . . . . . 0. 001 <br /> Converge Work Vectors. . . . . . No <br />