Yuchi Kang
New member
- Jan 31, 2018
- 8
Hi all,
I have a question about pressure loading on a 2D beam with a circular section. I have already tried a case and got its deformation. But I don't know how to verify this model. There are many formulas in the textbook about the line loading. Could you please help me to find a formula to verify my current model?Thanks
I have a question about pressure loading on a 2D beam with a circular section. I have already tried a case and got its deformation. But I don't know how to verify this model. There are many formulas in the textbook about the line loading. Could you please help me to find a formula to verify my current model?Thanks