Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

Register Log in
  • Congratulations IDS 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: ltfdrsn
  • Content: Threads
  • Order by date
  1. ltfdrsn

    Cantilevered Wood Diaphragm

    Hi, I am designing a flexible wood floor diaphragm with a deck. So essentially, the deck will be having a cantilevered diaphragm because there is no shear wall below the cantilevered part of the deck. I would like to get some tips about how to approach to a condition like that. I was planning...
  2. ltfdrsn

    Top Flange Brace - Edge Beam

    Hi, I am designing a steel edge beam 28ft long, which will only take 2' of trib. load. There will be a concrete on metel deck placed on top of it. I was planning to design the wide flange beam as fully braced on the top. I was just wondering if there is an objection to that or not. Thank you,
  3. ltfdrsn

    Welded Stud Bolts - Wood Diaphragm Shear

    Hi, I have a shear wall sitting on a HSS Tube. I have two nailers on each side of the tube, which transfer the shear from the flexible diaphragm. The nailers are connected to the tube with 5/8 Dia. welded stud bolts. The shear at the wall is not more than 340 plf. Since there are two nailers on...

Part and Inventory Search

Back
Top Bottom