Hello Engineers,
I have a question about a structural member known as a "Grade Beam," which is commonly used to resist differential settlement between footings.
I created a simple ETABS model to determine whether the "Grade Beam" should eliminate or resist footings settlement.
The results...
Hello Engineers!,
I have an inquiry please,
If we were making an assessment for a raft foundation and The stresses exceeded the Soil bearing capacity. (Let say that soil bearing capacity was 150 kPa according to the soil report results)
So Since the geotechnical engineer Use safety factor of...
