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RISA-2D (R) Version 3 .03 <br /> Engineering Enterprises, Inc. Job <br /> 11 Oak Road Page <br /> Circle Pines, MN 55014 Date <br /> FLOOR BEAM AT WEST END OF GARAGE FLOOR <br /> ---------------------------------------------------------------------------- <br /> ---------------------------------------------------------------------------- <br /> Units Option : US Standard <br /> AISC Code Checks : 9th Edition ASD <br /> Shear Deformation: No <br /> P-Delta Effects : No <br /> Redesign : No <br /> Edge Forces : No <br /> A.S.I.F. : 1. 333 <br /> ---------------------------------------------------------------------------- <br /> Node Boundary Conditions <br /> No X-Coord Y-Coord X-dof Y-dof Rotation Temp. <br /> (ft) --------(ft) -----(in,K/in) ----(in,K/in) ---(r,K-ft/r) -----(F)- <br /> 1 0. 00 0.00 R R 0.00 <br /> 2 22.00 0.00 R R 0.00 <br /> ---------------------------------------------------------------------------- <br /> Material Elastic Poisson's Thermal Wei�ht Yield Stress <br /> __Label______ Modulus Ratio Coefficient Density (FX) <br /> (Ksi) -----------------------(F) --------(K/ft3) ------(Ksi) ---- <br /> GR50 29000.00 0. 30000 0.65000 0.490 50. 000 <br /> ---------------------------------------------------------------------------- <br /> Section Database Matl. Area Moment of As y/y <br /> Label Shape Set Inertia Coef <br /> . <br /> --------------------------------------(in^2) ---------(in^4) ----------------- <br /> BM W8X24 GR50 7.08 82 .800 1.20 <br /> ---------------------------------------------------------------------------- <br /> I J I Releases J End Offsets <br /> No Node Node Section x y z x y z Sec Sway I J Length <br /> ------------------------------------------------------(in) ----(in) ------(ft) <br /> 1 1 - 2 BM 22.00 <br /> ---------------------------------------------------------------------------- <br /> I J Unbraced Lengths K Factors Bending Coefs <br /> No Node Node Lb-in Lb-out Lc In Out Cm Cb <br /> --------------------(ft) -----(ft) -----(ft) ---------------------------------- <br /> 1 1 - 2 1.00 <br />