Steel Connection Beam to Beam Existing Condition
Steel Connection Beam to Beam Existing Condition
(OP)
Which is the better detail or maybe there is an even better detail.
Thanks in advance!
Thanks in advance!
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Steel Connection Beam to Beam Existing Condition
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RE: Steel Connection Beam to Beam Existing Condition
RE: Steel Connection Beam to Beam Existing Condition
RE: Steel Connection Beam to Beam Existing Condition
Mike McCann
MMC Engineering
RE: Steel Connection Beam to Beam Existing Condition
RE: Steel Connection Beam to Beam Existing Condition
FYI - loads are pretty light ~ 2kip end reaction.
EIT
www.HowToEngineer.com
RE: Steel Connection Beam to Beam Existing Condition
Mike McCann
MMC Engineering
RE: Steel Connection Beam to Beam Existing Condition
Mike McCann
MMC Engineering
RE: Steel Connection Beam to Beam Existing Condition
But, provided that the cope capacity is adequate, and the flange bending capacity is adequate. The second connection eliminates the need for overhead field welding.
www.FerrellEngineering.com
Providing fabrication and erection efficient structural design of connections. Consulting services for structural welding and bolting.
RE: Steel Connection Beam to Beam Existing Condition
RE: Steel Connection Beam to Beam Existing Condition
EIT
www.HowToEngineer.com
RE: Steel Connection Beam to Beam Existing Condition
Michael.
"Science adjusts its views based on what's observed. Faith is the denial of observation so that belief can be preserved." ~ Tim Minchin
RE: Steel Connection Beam to Beam Existing Condition
BA
RE: Steel Connection Beam to Beam Existing Condition