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?
http://primalkey.com/_blog/img/bm-post-061606.jpg
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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?
http://primalkey.com/_blog/img/bm-post-061606.jpg
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