I’m looking for some help interpreting and ASCE 7 code equation.
I’m currently designing a storage rack system, installed above grade. The supporting structure is a non-building, 8-ft tall laterally braced steel platform. I have attached a sketch of what the system looks like, along with the...
Good morning all,
I have a slab-on-grade in a warehouse. What are your thoughts about post-installed, torque-controlled anchor bolts near a cold joint?.
The anchors will be used in a base plate for a steel storage rack structure - the anchors will not be subject to any tension loads - only a...
Hello everyone,
I'm in the process of designing post-installed anchors to connect the columns of a steel storage rack to a existing slab. Due to seismic loading, the anchors are subjected to tensile loads from uplift in the columns.
The owner hired a company to perform testing on the existing...
