Joe Grant
Structural
- Sep 27, 2016
- 3
Hi I am just curious about the loading from the footprint of a crane (track dimensions: 11m x 1.5m). When discussing the spreading of the loading from this crane through regular fill would it be standard to take it as a wheel load with a 30 degree spread angle against depth. Or because the dimesions are so large would it be more accurate to take it as an area load (udl) therefore the pressure will remain constant with depth?
Any advice is welcome
Thanks
Any advice is welcome
Thanks