Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

Register Log in
  • Congratulations MintJulep 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. HWDstorm

    h/t_w for Channels

    Josh, Nutte, Thanks for taking a look. I still can't see where it comes from. I looked closer at using h = d-2*k_des to calculate h/t_w. The error ranges from ~4 to 15 percent - generally increasing as the channel size goes down. I tried plugging in tw_det too. In most cases, the...
  2. HWDstorm

    h/t_w for Channels

    AISC has an Excel file (AISC Shapes Database) on their website with shape properties from the steel manual. In the "Readme" section of the file it states that "the database contains some additional section properties that are not included in the Manual." One such property is h/t_w for...
  3. HWDstorm

    Coefficient, C for Weld Groups - Steel Manual

    Thank you for the info RPMG.
  4. HWDstorm

    Coefficient, C for Weld Groups - Steel Manual

    Tables 8-4 through 8-11 provide Coefficient values (C) for the instantaneous center of rotation method of weld groups. In Table 8-4 the figure defines a special case for when the load point is not in the plane of the weld group. It says to use values for k=0. I would expect the same is true...

Part and Inventory Search

Back
Top