Just curious about methods to analyze fork truck loading on elevated slabs (either concrete or steel). Typically we use the AASHTO method to back calculate uniform distributed loads. We have also used finite element modeling and toyed with the idea of using yield line theory.
I am looking for a good 'practical' book/guide to design floor framing for multiple machine vibrations. Presently we analyze the local effects on the supporting members comparing operating frequencies with the member natural frequency. we also will compare the overall bay's natural frequency...
A question which often is asked in Industrial design is which takes precedence? The local Building Code or OSHA. Unless it is very obivous we take the more restrictive approach
