Beam to Beam Connection Detail
Beam to Beam Connection Detail
(OP)
I am working on a beam connection design. According to Steel manual and reference book examples, most of connections are both beams' top flange at same level. I did not find any case with one beam placing on top of another beam. Is it adequate to place one beam on top of another beam if room height is allowed? Does this arrangement have any structural issues? i.e., stability?, torsion?...
Please see attached sketch in PDF File. Thank you for your help.
Please see attached sketch in PDF File. Thank you for your help.






RE: Beam to Beam Connection Detail
DaveAtkins
RE: Beam to Beam Connection Detail
RE: Beam to Beam Connection Detail
The temporary bracing will provide stability to the system until the deck is installed and the roof beams will likely provide adequate lateral support for the girder.
Dik
RE: Beam to Beam Connection Detail
RE: Beam to Beam Connection Detail
RE: Beam to Beam Connection Detail
RE: Beam to Beam Connection Detail
To carry the comment of civilperson a bit further, the W27 beams must be braced or stiffened at the concrete wall and the supporting W36 beam. Otherwise you will have an unstable structure.
If the W27 beams are supporting a rigid deck on top, then their top flanges are presumably braced by the deck.
Best regards,
BA
RE: Beam to Beam Connection Detail