|Apr4-12, 06:02 PM||#1|
Performance of this unique column-beam design
Hi, has anyone encountered or heard of the above column-beam design or similar? What can you say about it in terms of loading and seismic performance compared to conventional reinforced concrete and rebars based joints? What is its pro and con? See close up of it in page 12 of http://www.mfcbuildingsystem.com/ . Thanks.
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