hungrydinosaur
Marine/Ocean
- Sep 25, 2013
- 41
Hi All,
I am designing a truss structure which will see an equipment of 60 Tonnes sitting on it. I have done the analysis and everything is fine. While modeling the truss structure, I am not being able to make a proper joint for the diagonal brace. Please see attached picture. The joint is made where the the axis of the beams meet, but is there any other way to make a "clean joint"? Thanks in advance.
Regards,
HD
I am designing a truss structure which will see an equipment of 60 Tonnes sitting on it. I have done the analysis and everything is fine. While modeling the truss structure, I am not being able to make a proper joint for the diagonal brace. Please see attached picture. The joint is made where the the axis of the beams meet, but is there any other way to make a "clean joint"? Thanks in advance.
Regards,
HD