Example: bankruptcy

Chapter 4 FLOOR CONSTRUCTION

Therefore, depending on the actual back-span-to-cantilever-length ratio, the back-span end of the double cantilever joists supporting the ends of a braced wall may need to provide uplift restraint as much as twice than that listed in IRC Table R502.3.3(1). However, because the magnitude of the uplift load at the back-span

Tags:

  Chapter, Construction, Floor, Span, Chapter 4 floor construction

Information

Domain:

Source:

Link to this page:

Please notify us if you found a problem with this document:

Other abuse

Related search queries