Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations waross on being selected by the Tek-Tips community for having the most helpful posts in the forums last week. Way to Go!

Search results for query: *

  • Users: tntn
  • Order by date
  1. tntn

    Safe load tables

    They are in "Steelwork Design - Guide to BS 5950: Part1 1990 - Vol.1 Member Capacities".
  2. tntn

    Warping Constant

    just refer to "Cold-formed Steel Design Manual", you'll find the formula to calculate these constants for many kinds of shapes. Cordially yours
  3. tntn

    why do standard modular brick units have 3 holes in them?

    wow, in my country, standard bricks can be made with 2 or 4 holes. I think it's just a matter of history.
  4. tntn

    Details on steel tall buildings

    I am looking for books on details of steel tall buildings (not design principles). Would you please reccomend me? I really appreciate that. Thanks Duong, Sai Gon, Viet Nam
  5. tntn

    ASCE 7-98 Torsional moment

    I am designing a pre-engineered building as per ASCE 7-98. As far as wind load is concerned, I don't know how to apply torsional moment as mentioned in figure 6-9 (section 6.5.12.3) to the 2-D rigid frames. Would you please explain to me the nature of this moment and how to deal with it ...
Back
Top