Norm I'll prob need a little help here, because I'm not sure if I'm doing it right.
I attempted to calculate the load rating of the open center type ramps.
I found this document on how to calculate loads for scaffolding using different types of wood. Southern pine is what we typically use at work for our wood ratings since it is common. The way the ramp was designed uses the same principles as scaffolding, but scaffolding tends to use dynamic vs static, so I am unsure how that will effect the numbers.
http://www.fpl.fs.fed.us/documnts/fpltn/fpltn-264.pdf
And yes it is an old document, but its somewhere to start.
The formula used to calculate concentrated safe loads for scaffolding is as follows:
P=[2W(T squared)F] / 3L
P is the safe load in pounds (I'm assuming in lbs per sq inch as most wood is rated).
W is the actual width of plank in inches
T is the actual thickness of plank in inches.
F is the safe working stress in bending, in lbs per square inch.
L is the span between the supports, in inches.
I assumed a few variables here. The wood used is a 2x12. The span is 12". The wood is southern long leaf pine with a 15% moisture content.
Lets plug some numbers in so we can get the calculator out:
W = 11.25"
T = 1.5"
F = 102
L = 12"
P = (2*11.25*2.25*102) / (3*12)
P = 143.43 lbs per square inch
Contact area = 67.7 square inches per tire
143.43*67.7 =
9710.211
lbs per ramp.
Now lets go worst case scenario.
Variables used: The wood used is a 2x10. The span is 12". The wood is Western Red Cedar with a 15% moisture content, the lowest rated wood in that document.
P = (2*9.25*2.25*60) / (3*12)
P = 69.375 lbs per square inch
Contact area = 67.7 square inches per tire.
69.375*67.7 =
4696.6875
lbs per ramp.
I assumes a lot of variables, and also ASSumed the P was lbs per square inch.
What happened? I blacked out...
