Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

Register Log in
  • Congratulations KootK 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: *

  1. tramyer

    Cold Form yield stress

    I understood that. So that means. I have to estimate that? Until I meet local buckling? Is that it? Are there any property tables precalculate aside from 33 and 50ksi fy? Or any free software that calculates effective properties?
  2. tramyer

    Cold Form yield stress

    how about the compressive force 37.25? Did the author just assume that how do I calculate that? Can't i use its FY which was 55 ksi?
  3. tramyer

    Cold Form yield stress

    Hi, I wanna ask if cold form is limited only to gr.33 and gr.55? Because upon seeing the AISI Manual Cold-Formed Steel Design 2002 Edition. Especially how they calculate the effective sections. Was based only to gr.33 and gr.55. Is that true? And in addition, I just wanna ask why they used...
  4. tramyer

    Distortional buckling of C channels without lips

    Hi, Do C-Channels without lips exhibit distortional buckling? And if does what's the formula to use? And how do I use the AISI (Eq. C3.1.4-6) formula to non-lipped channels? Is it applicable? kind regards, Tramyer

Part and Inventory Search

Back
Top Bottom