RPizzi
Structural
- Apr 7, 2003
- 3
I know this should be be a problem that has been addressed before...but I've looked at numerous books and posts and can't seem to find a solution.
I have and opening to be covered by 1-inch thick roadplates. But a single 1-inch plate will be overstressed. We could lay two 1-inch thick plates over the trench but how do I calculate the capacity of the two plates? I know the two 1-inch plates have less capacity than one 2-inch thick plate.
I have and opening to be covered by 1-inch thick roadplates. But a single 1-inch plate will be overstressed. We could lay two 1-inch thick plates over the trench but how do I calculate the capacity of the two plates? I know the two 1-inch plates have less capacity than one 2-inch thick plate.