civiboy
Civil/Environmental
- Mar 18, 2012
- 5
Hi, just having a bit of trouble getting a grate-design off the ground.
I've been asked to determine the cheapest/thinnest design we can get away with when making a grate, that will withstand the predicted loads as specified in the Australian Standard AS3996 - 2006.
If I, for instance, wanted to design the grate to withstand Class D loadings, how would i go about this? Class D [Heavy Duty Commercial Vehicles] (as taken from the standard), has a Nominal Wheel Loading of 8,000kg (78.5 kN?), a Serviceability design load of 140kN and an Ultimate limit state design load of 210kN.
Not sure if I use the single wheel load of 8000kg (or 78.5kN?), as that is what would be rolling over the grate at a single point in time. Or do I use the Ultimate load of 210kN for safety purposes and divide it by number of wheels? or just the 210kN itself? Would the calculation involve a single point load in the middle of the grate of either 78.5kN or 210kN, or a UDL along the grate?
Am I looking into this too much? Not enough? If you can't tell, structures was a weakness of mine
I'll shut up now!
Any help appreciated
I've been asked to determine the cheapest/thinnest design we can get away with when making a grate, that will withstand the predicted loads as specified in the Australian Standard AS3996 - 2006.
If I, for instance, wanted to design the grate to withstand Class D loadings, how would i go about this? Class D [Heavy Duty Commercial Vehicles] (as taken from the standard), has a Nominal Wheel Loading of 8,000kg (78.5 kN?), a Serviceability design load of 140kN and an Ultimate limit state design load of 210kN.
Not sure if I use the single wheel load of 8000kg (or 78.5kN?), as that is what would be rolling over the grate at a single point in time. Or do I use the Ultimate load of 210kN for safety purposes and divide it by number of wheels? or just the 210kN itself? Would the calculation involve a single point load in the middle of the grate of either 78.5kN or 210kN, or a UDL along the grate?
Am I looking into this too much? Not enough? If you can't tell, structures was a weakness of mine

Any help appreciated
