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Recent content by v1j2j3

  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...
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