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: v1j2j3
  • Content: Threads
  • Order by date
  1. v1j2j3

    Multiple Reactions Coordinates on Single Foundation on RISAFoundation

    We always combine reactions to a single point with excel and then put the reactions on RISAFoundation. I would like to know if it is possible combine two point coordinates into the same mat/slab foundation. Is there any differences between v15 and v16 besides the code?
  2. v1j2j3

    Typical Drilled Pier Sizes

    Hi, I am just wondering what're typical pier sizes for 4 ft and above? Do they all come in 6 in increments? Is that normal to size pier diameter as 4' - 9" or 4' - 8"?
  3. v1j2j3

    HSS beam to W-shape column web connection

    Hi everyone, Long time looker, first time poster. How to analysis steel H-frame beam connection? I have a HSS beam with end plate bolted into wide flange web, and I wonder how should I analyze/design it as a full moment connection. I vaguely remember flange connection is full moment, and you...

Part and Inventory Search

Back
Top Bottom