I have a slab design I am working on for support of s 6000 gal fueld tank ar an airport with a vehicle apron.
I have a subgrade modulus from the geotech of 150 pci, even though we are removing 4 feet of soil and back filling with compacted granular fill.
And I have been given the parameter of...
I am working on a feasibility project to determine if the existing framing in a sports area can handle additional loading of a solar PV system on the roof.
I have created a model in SAP2000. The building is 150 ft wide by 250 ft long. The main trusses span the 150-ft direction and are...
