Mike_NC
Well-known member
This comes from a construction PDF I downloaded from a previous post. The problem involves calculating production of a piece of equipment (by use of volume of excavation required). I found the correct perimeter, however I suppose where I am missing it is how the 'layback' of excavation when digging for a grade beam.
If someone could skim over the attached problem, solution as well as where I described my thoughts.. maybe someone can explain to me why they use the numbers they do.
Any help would be great, Thanks!
Also, does anyone think this look like a good PM type question that could come up?
Mike
_41_Excavation_Productivity.pdf
If someone could skim over the attached problem, solution as well as where I described my thoughts.. maybe someone can explain to me why they use the numbers they do.
Any help would be great, Thanks!
Also, does anyone think this look like a good PM type question that could come up?
Mike
_41_Excavation_Productivity.pdf