Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

Register Log in
  • Congratulations MintJulep 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: joder
  • Content: Threads
  • Order by date
  1. joder

    Importance Factor used in serviceablity design?

    If you have a builidng that requires an Importance Factor of 1.15 for wind (per ASCE-7), can this factor be waived in non-life safety situations? For example, it is neccesary to design metal stud backup of brick veneer for a deflection criteria of L/600? I don't believe this is addressed in...
  2. joder

    Importance Factor used in serviceablity design?

    If you have a builidng that requires an Importance Factor of 1.15 for wind (per ASCE-7), can this factor be waived in non-life safety situations? For example, it is neccesary to design metal stud backup of brick veneer for a deflection criteria of L/600? I don't believe this is addressed in...
  3. joder

    Are capillary breaks really needed if there is a vapor barrier?

    I've been practicing for 26 years and never thought about this question recently posed to me by a contractor. Why do we need a "granular capillary break" if there is a vapor barrier? I can see the need if there is groundwater present; the capillary break will provide a conduit for ground water...
  4. joder

    ASCE 7 Mean Roof Height

    I have a question that requires engineering judgement because I don't believe the Code nor the Guide to the Wind Load Provisions addresses this question. I have made my judgement, but would like input from others. I am working on a structure that has a large sprawing low roof surrounding a...

Part and Inventory Search

Back
Top