First proper update

I spent a few hours this week trying to decide on a relatively simple, easy to use press. I am currently settled on using an i-beam press because, despite the high cost, i think i would like to be able to load the press from the side. I designed my first press in sketch up. (see below)
Sketch up press by
josh's ski building, on Flickr[/img]
The i-beams i intend to use have the dimensions of:
305mm high
165mm wide
10.2mm flange
6mm web
This means i will only be able to press one ski at a time due to the width of the i beams. But the more pressing (excuse the pun

) issue is how much the beam will deflect.
I am going to have a 2 meter unsupported length and intend to press at about 50psi.
My calculations:
I used this equation, however i am not an engineer. I believe this equation is for when there is a 'point load' and i think i'm right in saying a ski press doesn't exhibit a point load? (but atleast it will give me an idea of the deflection

)
max deflection=(load*unsupported length^3)/(48*Y.M*moment of inertia)
when i put the numbers in:
Y.M (youngs modulus)- 200GPa
Moment of inertia- 8503 (from an engineering website not my own calculation)
Load- 150"^2 at 50 psi = 34020 N
I got a deflection of 0.3mm. Can anyone confirm if this is in the right ball park?
I have also spent some time creating the core and top/bottom molds.
Mould template by
josh's ski building, on Flickr[/img]
Bottom mould 2 by
josh's ski building, on Flickr[/img]
and some core profiling using a router. (i wish i had a planer)
Core profiling jig by
josh's ski building, on Flickr[/img]
and the cores
Core profile by
josh's ski building, on Flickr[/img]
Well, i think that's it for today. In the next week i'm hoping to be able to start building a press, then order the materials and do all the rest of the stuff.
Josh