I am designing for a restrained basement retaining wall with an isolated basement slab on grade and am having difficulty designing for the sliding with the 1.5 factor of safety code requirement. My understanding of the typical detailing(attached)this company uses is that the slab on grade would...
In reviewing a ClarkDietrich webinar it is noted that a 2 hour UL wall assembly that consist of cold-form stud framing with 2 layers of 5/8" gyp on each face of the stud must had stud framing designed only for 80% of the axial capacity. I'm trying to look for additional information with other...