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: Sam78053
  • Content: Threads
  • Order by date
  1. Sam78053

    Plate Girders and Plate Channels

    Hello Fellow Engineers, I just started working at a curtain wall manufacturing company and I am lost. I would like to design the steel reinforcing we use in these mullions. Mostly are channels but they are not the type in the steel manual. The are either 10GA or 3/16" thick plates that are...
  2. Sam78053

    Building Allow. Drift (Deflection) vs. C&C Allow. Drift (Deflection)

    Hello Fellow Structural Engineers, I have been recently hired and I am surprised by the design of window curtain walls and story fronts. The allowable story-drift given in ASCE is .025, .015, or 0.020h. for a 10 feet story the allowable drift is between 1.8 and 3 inches. The maximum allowable...

Part and Inventory Search

Back
Top Bottom