Can someone look at my model as tell if i have designed the truss model correctly.Truss Pipe no column.std
As I can see there are 78 no warnings in your model, so it is obvious the modelling is not correct. Please check from your side. One thing I can say is that, you have assigned truss to lot of members and in some cases all members meeting in a single node have been assigned truss. As a result warnings regarding stiffness have been observed. Please change member specifications to avoid these warnings.
can you correct the model cause i don't know how do i do it.
Define truss only to the diagonal members.