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Re: steel field problem

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Dave:
you can try with a channel section   full welded to the  column in the shear connection instead of an angle.
Another possibility is welding a Tee section  (about 5 inches long) beneath, bearing the beam(always in the shear connect.)
 
Regards
Fabio Zárate
Civil Structural Engineer
ZYZ Consultores
fzarate(--nospam--at)zyzconsultores.com
 
 
 
----- Original Message -----
From: D.A.
Sent: Tuesday, August 06, 2002 7:01 PM
Subject: steel field problem

    Hi
 
field problem
 
A steel beam with 45 degree angle connected to steel column one side shear connection
the other is moment connection
the beam is short 3 inch
what  is the solution without change the beam
at  the moment connection side or at the shear side
 
thanks
 
Dave A.