Hi Rafael,
I have desinged a simple truss walkway but am getting type 1 instabilities in the pin supports in all directions (RX, RY, RZ).
The member utilization ratios are very small, but i cant seem to correct the errors unless i place bracing at the base of the supports.
Is there a solution without over designing the structure?
I have attached the model for your use.
Regards
Steve
Solved! Go to Solution.
Solved by Rafal.Gaweda. Go to Solution.
Solved by Rafal.Gaweda. Go to Solution.
I think the releases on all columns should be defined as shown below:
Steve
HOw come you have the Ry fixed for the right sided columns and free for the near side coloumns?
Check results ; releases on beams do that
Would this also not create a moment in the pin connection?
Check results - see below
Hi Rafal,
I seemed to have solved the problem and was running the analysis error free.
I then made some adjustements to the type of bars< assigning columns, beams and bars, all of which have the same properties.
Please see the attachement to see the latest error.
Thanks
Steve