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yield line theory - column base plates 1
- Thread starter mnaeem
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I seem to recall the AISC having a bit of a 'blurb' in one of their journals (be about 10 years ago) and it was likely an article where yield line was used in conjunction with the main topic; I couldn't find it in a quick search of their index.
You can try a regular yield line approach with the sagging lines following the web and flanges and 'fiddle' with the hogging ones...
The plastic section modulus for a plate (rectangular section) is 1.5 times the elastic section modulus and there is a significant strength gain (no stabillity issue for plates in this application, the ultimate in compact sections).
You can try a regular yield line approach with the sagging lines following the web and flanges and 'fiddle' with the hogging ones...
The plastic section modulus for a plate (rectangular section) is 1.5 times the elastic section modulus and there is a significant strength gain (no stabillity issue for plates in this application, the ultimate in compact sections).
Catch the link... more info on yield line with base plates than you probably want...
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