Hi all,
I uploaded drawings of the problem. plate (1300x840x8mm), Rectangle in between I beams (1100x650mm), I beams (50x100x8mm).
Assuming the I beams are sitting on high strength concrete. What is the max load for this system? Or what is the deflection under central point loading?
I don't...
Hello and thanks for the reply. I have made some further developments;
I simplified the problem to a rectangular plate supported at the boundaries.
Mild Steel(E=200GPa)(650x1100x8mm)
Plate loaded uniformly (qo)
Using the governing differential equation I solved for Deflection (w).
Under...
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...
Two years ago I obtained an engineering degree (Geotechnical) and gained employment as a Geotechnician. Now I am currently looking for Junior Geotechnical Engineer positions.
The experience I have is with initial geotechnical investigations, ground improvement and hydraulics. My question is...
