PEinVA
Structural
- Nov 15, 2006
- 321
How would one go about detailing a moment connection for a beam and column connection. It is a relatively small frame for a all glass vestibule (11'x14') Do you think I could just specify a 45 degree mitre and groove weld the W8 (beam) and W6 (column)?
What have you guys done in this situation?
RC
All that is necessary for the triumph of evil is that good men do nothing.
Edmund Burke
What have you guys done in this situation?
RC
All that is necessary for the triumph of evil is that good men do nothing.
Edmund Burke