I have been tasked with providing the hanger support and bracing design for a series of large screw conveyors to be mounted in the ceiling structure of a building in SDC "E". Rp=3, Ip=1.5. Given the weight of the conveyors, and the obvious high seismic forces, the lateral loads are quite...
I have been asked to provide an engineering certification of an existing (already in-place) temporary concrete batch plant. The plant will be in place for 6 months. It is located in a hurricane-prone region and also a Seismic Design Category D. Given the height and weight of the structure...
