I am looking for structural design properties to assist in the design of vertical plastic safety guardrail posts for elevated surfaces such as mezzanines.
Thank you!
I DO have a bearing capacity issue on asphalt. The state plan reviewer is requiring proof or reasonable evidence for the 3,000 psf assumed allowable bearing capacity on the existing asphalt that i used in my footing calculations.
I have the tie down issue taken care of with acceptable...
What is a reasonable estimated bearing capacity/pressure of existing asphalt?
I must design the foundation for construction trailers that are being considered as a permanent commercial building that must be submitted for state approval.
The client wants to use 20-30" diameter x 8" thick...
