We are building a concrete slab for a 29000 pound generator, the only real problem is a 6" vitrified clay pipe 3' below the existing concrete foundation. As the office intern it is my job to find out the overburden stress so we can determine if it will hold the new load. I am having a hard...
Hi, this is my first time posting, so be gentle !
I am interning over the summer and attempting to design a repad welded onto the side of an existing pressure vessel. There is a 225lb load 1'-1" from the vessel we are attempting to cantilever an eyelet with the load on the end. Any have any...
