by ken » Sat Sep 16, 2006 11:04 pm
Are there any problems with these beam end bearing conditions?
http://primalkey.com/_blog/img/bmbrg1-091606m.jpg
http://primalkey.com/_blog/img/bmbrg2-091606m.jpg
Printable View
by ken » Sat Sep 16, 2006 11:04 pm
Are there any problems with these beam end bearing conditions?
http://primalkey.com/_blog/img/bmbrg1-091606m.jpg
http://primalkey.com/_blog/img/bmbrg2-091606m.jpg
by ken » Tue Nov 14, 2006 10:30 am
Basic structural design rules:
Steel to steel connection is better than steel to wood connection.
If steel beam has to land on a wood post, make sure the following is checked:
-End bearing at the wood post
-Lateral constraint is provided. (Are you sure the steel beam will stay here all the time?)
What about adding some straps?
-Wood post base anchorage
-What's it keeping the wood post functioning like a single column?
-Load path (Is it there?)