I have been asked to bolt down a storm drain grate and I am trying to find a way to secure it without allowing bolt heads or plates to sit above the grate because vehicles may drive over it.
The standard cast iron grate that I need to use is 2" thick. Would this be unreasonable to drill...
I am a new engineer and a question has been posed about bridge abutments using MSE walls that I am curious about. I have heard different design assumptions from other engineers for when the pile is considered restrained. For the length of pile driven through the existing strata, the pile is...
I am a new engineer designing a pile foundation. I have designed spread footings in college, but I am completely thrown by the presence of piles and I am hoping for resources that would be helpful for me. I have been given pile capacity charts by the geotechnical engineer and I would very much...
