For an example, you might want to try a triangular load that ramps up to the middle and then ramps down to the end. That will give you a point loads at the ends of the beam (reaction forces), two ramps and a constant load along with offsets.
Cheers, Tim. > On Mar 8, 2016, at 2:17 PM, Jason Moore <[email protected]> wrote: > > I like what you have written so far. You should think about how the > DiracDelta and Heaviside functions that are already in SymPy should be used. > Think about the different methods and attributes that the singularily > function would need. I'd recommend showing an example of how you will use > this to solve a specific beam problem. You can use an example to show off the > types of methods the objects will have. > > Keep up the good work. > -- You received this message because you are subscribed to the Google Groups "sympy" group. To unsubscribe from this group and stop receiving emails from it, send an email to [email protected]. To post to this group, send email to [email protected]. Visit this group at https://groups.google.com/group/sympy. To view this discussion on the web visit https://groups.google.com/d/msgid/sympy/C90AF03D-B317-46BA-9BDF-D9F7688E9A39%40gmail.com. For more options, visit https://groups.google.com/d/optout.
