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Splice Connections in Steel Members 4

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KCRatnayake

Structural
Apr 29, 2006
89
What is the best location to have a splice connection in a UB (universal beam) flexural member in a moment frame? This is a floor beam and about 10.0m long.

What is the best location for splices in UB columns?

Any comments are appreciable.

Clefcon
 
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kelowna has correctly point out, a splice less than full capacity is a "Hinge", that alone, needs to be investigated in the design.
 
Thanks all! I did have a good day, and certainly enjoyed the surprise party my partner a friends arranged. Ate too much cake as well...

No Hokie; It's not... But being a Canadian in New Zealand I get TWO birthdays and have some time to spare for the technical discussions. *smiles*

Cheers all,

YS

B.Eng (Carleton)
Working in New Zealand, thinking of my snow covered home...
 
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