amwc
Structural
- Aug 1, 2011
- 26
Hi
I am trying to solve a horizontal plate supported on 4 sides with a uniform vertical pressure.
I have drawn the shape using 'metres' and put the load/pressure in as 'kN/m2'
But I am assuming that the result for the reactions will not be in kN/m?
How do I interpret the results in order to get a useable value?
I need to give these results to a welding company.
Any help would be much appreciated.
Andy
I am trying to solve a horizontal plate supported on 4 sides with a uniform vertical pressure.
I have drawn the shape using 'metres' and put the load/pressure in as 'kN/m2'
But I am assuming that the result for the reactions will not be in kN/m?
How do I interpret the results in order to get a useable value?
I need to give these results to a welding company.
Any help would be much appreciated.
Andy