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: allcad1
  • Content: Threads
  • Order by date
  1. allcad1

    Dormer wind loads.

    Hello all, I have a project which is a 65'X35'X10' tall garage with three 16' bay doors on one side. It is OSB o/ 2/6 walls and manufactured trusses. The owner wants dormers over each bay. My question is how to address the dormers in the wind analysis? I was intending on using method one...
  2. allcad1

    cbsq lateral design

    Hello all, I would like to ask of the considerable knowledge base here about a design problem. I have a 15' high 8'8X20' deck on 8-6X6 df#1 posts. I calculated the seismic shear at the base at 230 lbs. The issue I have is that the column is in a cbsq66 in 14"sqX24" dp. footing. Simpson has...

Part and Inventory Search

Back
Top Bottom