swaiteen
Geotechnical
- May 4, 2012
- 5
Hi to all,
I have a rectangular plate sitting on two parallel beams (I) which are sitting on subgrade. I'm looking at bending moments in rectangle plates (Civil Engineering Handbook 2nd Edition); some of the systems appear to resemble this concept though all equation appear to solve for ,w, (Deflection of Plate).
Any ideas on the best way to work out the maximum load for this system?
Thanks
Swaiteen
I have a rectangular plate sitting on two parallel beams (I) which are sitting on subgrade. I'm looking at bending moments in rectangle plates (Civil Engineering Handbook 2nd Edition); some of the systems appear to resemble this concept though all equation appear to solve for ,w, (Deflection of Plate).
Any ideas on the best way to work out the maximum load for this system?
Thanks
Swaiteen