I have experience with and access to Patran and NASTRAN software for Finite Element Analysis. If you provide an IGES file for input I will provide graphical output, maximum principal or von mises stress, and maximum deflections. I will also provide ouput in .f06 NASTRAN output file format. You can either provide the beam centerline geometry and cross sectional geometry, or you can provide a detailed 3D IGES file. If you provide the centerline and cross section geometry I will model your frame with BAR elements. If you provide a detailed IGES file I will model your frame as a three dimensional solid. I will also need to know the boundary conditions. Where and how the frame is fixed and where and how the load is applied.