Hello helpful Engineers!
I have been asked by GCs, if it is acceptable to have a concrete encased conduit run below the equipment foundation, or running through the turndowns of equipment pads. MEP claim the conduits have 3,000 psi rating. I redirected the GC to geotech to obtain the pressure...
I am a new PE, slightly more experienced in Steel, compared to concrete. So, my question is, I received a Slab pour plan submittal for review, for an elevated concrete slab. The pour is divided into 3 areas. How do I evaluate this submittal? What should I keep in mind about slab pours areas and...
