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Showing results for tags 'beam column capacity'.
Found 6 results
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Assalaam o Alliakum Everyone. ETABs 2013 does not show any warning if (6/5) Beam/Column Capacity Ratio is greater than one. I have to select (6/5) Beam/Column Capacity Ratio from Display Design Results Option to view my columns failing the criteria (O/S#33) it doesn't display the columns failing the criteria otherwise and the ones failing the criteria are not red also. In preferences my seismic category is D and frame type is sway special. Is it Ok to proceed without adjusting it if ETABs does? Will my structure still have strong columns and weak beams without it? Or would ETABs give warning once I have detailed the building?
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Dear seniors! can we ignore column to beam capacity ration in top story. i am designing a eight story commercial building in seismic zone 2b.
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i want to know if it is mandatory to check 6/5 beam to column capacity control in the last floor of the building. because in the last floor, the joint only has one column and normally two beams and it is hard to satisfy this issue. you will need a bigger column (in size or reinforcing) compared to below floors. is there any exception for the last floor? (working with ACI)
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how to check beam/column capacity in etabs? what are the limits for the ratio? any reference to the literature?
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when there is N/A in etabs column summary details what does it mean ? whether it is ok or revised the column and beam ? and when minor ratio is greater than 1 then what to do and what does it shows
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salam alekom many thanks to all engineers i got some questions about beam/column capacity ratio 1- how can modify SMRF in etabs for the frame? 2-what are the limit ration accepted for b/c capacity ratio ? thank
