Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations The Obturator 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: dan03
  • Order by date
  1. dan03

    Local column deflexion

    This is exactly why I posted that. In our code, there is no specification for the wall deflexion in steel structure or concrete structures. For the roofs, we found limits for differents cases. But for the walls, the limits is subject to engineer judgment. This is why I would have your...
  2. dan03

    Local column deflexion

    Is anybody can tell me what is your specifications in your building code for the wind load??
  3. dan03

    Local column deflexion

    Hi UcfSe Thanks for these informations. Here I use the canadian National Building Code (NBC). For the wall, the only specification is the use of L/180 for the wood structures and there is no specification for the steel and concrete structures. So what is the specifications for your building...
  4. dan03

    Local column deflexion

    Hello Can you tell me what is your deflexion criteria to calculate the mid deflexion of a steel column depending of the exterior finish (like dryvit, concrete pannel, brick...) or the interior finish like gypsum? For these type of finishes, is L/240 acceptable? When the column is longer than...

Part and Inventory Search