I have a modification to an existing building in which we are removing some precast hollow core planks and replacing it with a composite deck floor system supported by steel beams. I wanted to try and utilize the existing foundation stem walls for support of the beams. I have a 12" thick CMU...
I am doing a retrofit of a structure that prevents a full length beam from being brought into the building. Therefore, the beam will need to have moment splice connections in one or more locations. I was looking to have the web plate connection as a bolted connection to assist in the erection...
I need to bring the finished floor elevation of an existing elevated concrete slab up by anywhere from 2"-4" for new operating rooms within a hospital. The operating rooms are required to get a specialized epoxy flooring in which the substrate that it is installed over the existing elevated...
