Kowycz
Civil/Environmental
- Dec 30, 2009
- 14
I have been unable to find any information on equipment pad design. I was interested in knowing what the proper procedure might be. Initially I thought you would design it similar to an isolated footing; however I would imagine there are lateral loads in relation to equipment vibration. I was also unsure about steel reinforcing because of bending moment (however this may be negligible due to the equipment pads being on grade).
Any help would be greatly appreciated.
Any help would be greatly appreciated.