Our office is considering the "Girder-Slab" system for a condominium project. Has anyone used this system or designed the steel for this system? I am looking for feedback and professional experiences regarding the design, construction, and use of this system.
What are the requirements per ACI/CRSI for the type, material, and precribed placement for concrete reinforcing bar ties. Is there a guide for the type of tie, for instance if it is steel, what gage and what spacing is required. Can anyone provide a reference. Does it address "bag ties" or...
