Results 1 to 2 of 2

Thread: Case Study: Steel Beam-to-Post Connection

  1. #1

    Default Case Study: Steel Beam-to-Post Connection

    by ken » Mon Jan 01, 2007 1:26 am

    In a residential construction:

    What do you think about this steel beam-to-post connection?
    Is it adequate?
    What is the missing factor in this connection?

    <t></t>

  2. #2

    Default Connection

    Post by ken » Tue Jun 12, 2007 10:23 am

    This obviously indicates that there is some potential problem to support the double steel beams.

    Check the following:
    -The reaction
    -Stresses in the wood post
    -Bearing issues
    -Lateral constraint at the beam ends
    -Load paths
    <t></t>

Posting Permissions

  • You may not post new threads
  • You may not post replies
  • You may not post attachments
  • You may not edit your posts
  •