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Hello, I am working on the design of a building as per ASCE 7-10 code. This is the first time I am working with this code. The codes I usually use are the Eurocodes. The building is located in a seismic region. My question is, does the columns bending moment capacity need to be equal to or superior then 1.3 times the capacity of the beams they support ? This is an important rule in the Eurocodes but I can't seem to find it in the ASCE 7-10. Many thanks.
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- beam column capacity ratio
- asce 7-10
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Dear colleagues, The following article describes some of the most common errors, we may make while carrying out seismic design in accordance with ASCE 7-10 and IBC 2012. It also guides us how to avoid these errors in our future designs. http://www.structuremag.org/wp-content/uploads/2015/08/C-StrucPerform-Heausler-Sept151.pdf A somewhat different version of above article, is available at the following link: http://seaoo.org/downloads/NCSEA_Conf_Info/2014_ncsea_common_errors_in_seismic_design___how_to_avoid_them._t._heausler.pdf Regards.-
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- Seismic Design
- Common Errors
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