Sloped Column Modelling
Sloped Column Modelling
(OP)
How to model sloped column in ETABS? not as brace.
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RE: Sloped Column Modelling
I have previously defined columns in section designer with a few reinforcing patters and column strength and during design checked the column for strength using the interaction curves generated.
RE: Sloped Column Modelling
It's very stressful for seismic large problem.
RE: Sloped Column Modelling
RE: Sloped Column Modelling
What is a good example of a structure that has a sloped column?
In any ways, my idea is to get the forces and manually design it using any spreadsheet available. Ignore the description of etabs as a brace.
'With good engineering judgement you can produce on the back of an envelope that which otherwise cannot be produced with a ton of computer output' - Anonymous
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