ajk1
Structural
- Apr 22, 2011
- 1,791
1. For many decades codes have required a design live load of 12 kPa (250 psf) on slabs subject to fire engine loading. I believe that over the decades the fie engines have become heavier. Is anyone aware of whether there has been any review of whether that loading is still appropriate?
2. About 25 years ago someone told me that refuse trucks were heavier than fire engines. Has anyone any current data on this?
3. Is it appropriate to design slabs subject to refuse truck loading for the same load as fire engine loading i.e. 12 kPa?
I realize that I could research this out by calling garbage truck companies, and municipal fire departments, but they may not be keen on speaking to me. I was hoping perhaps someone has already researched this out.
2. About 25 years ago someone told me that refuse trucks were heavier than fire engines. Has anyone any current data on this?
3. Is it appropriate to design slabs subject to refuse truck loading for the same load as fire engine loading i.e. 12 kPa?
I realize that I could research this out by calling garbage truck companies, and municipal fire departments, but they may not be keen on speaking to me. I was hoping perhaps someone has already researched this out.