Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

Register Log in
  • Congratulations KootK 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: *

  1. OC_eit

    ASCE 7-10 Code Interpretation

    Thanks for the reply. I agree with the chapter 3 part, especially because it states to use the actual weights of materials for the purpose of design. I also agree that it seems not worth fighting for that 1-2 extra psf in our design loads, but the main reason I'm fighting for it is that this is...
  2. OC_eit

    ASCE 7-10 Code Interpretation

    Hi all, I recently got a comment from a plan checker that I must use 4 PSF minimum for the dead load of any ceilings on my project, irregardless of the actual ceiling weight, for both gravity and lateral design. He cites ASCE 7-10, Section 13.5.6.1, specifically where it mentions that "Wp shall...

Part and Inventory Search

Back
Top Bottom