Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

Register Log in
  • Congratulations waross on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Search results for query: *

  • Users: Paxsunrise
  • Content: Threads
  • Order by date
  1. Paxsunrise

    CBC 2007 DEAD LOAD DEFLECTION INTERPRETATION

    I have a question regarding Table 1604A.3 on page 56 in the 2007 CBC. Under D+L there is a footnote ‘d’ and ‘g’. For footnote ‘g’ is says ‘For steel structural members, the dead load shall be taken as zero’. What does this mean? Does this mean that the deflection limit for D+L is only for...

Part and Inventory Search

Back
Top Bottom