I am in the process of designing an end stop for an exterior overhead double girder bridge crane application. I am fairly confident in determining the collision force that the end stop needs to be designed for based on the Kinetic Energy Equation (1/2*W*v^2/g*S), however please correct me if I...
I have a footing that is subjected to a rather small vertical load, a rather large moment, and with site constraints keeping the footing from being symetrical about the center of the column. The current design example I am using to design this footing bases the design off of a symetrical...
