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Showing results for tags 'beam column joint'.
Found 6 results
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AOA everyone, I have always kind of struggled to understand how exactly you provide reinforcement in joints like beam-column joints or joints of box culvert. More specifically, how to ensure transfer of moment through the joint. Does anyone have any pointers or rules of thumb for providing reinforcement in joints? Thanks!
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Beam column capacity ratio in etabs don't consider the rebar area in beam and column. I think it is not right concept. Fleaxural strength of column and beam may vary because of rebar area. It may need to manual check every joint as per rebar area that we design. Please discuss.
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Dear, How to check beam-column joint & strong column-weak beam in Etabs? Thanks in advanced Rifat
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Hello to all, Here is something that's been troubling me lately: There is a huge variation in BCCR between lowermost and topmost floor. I have attached snaps with details also. I see that the Column capacity at top floor is very low as compared to lower ones. Why is there such variation? Am I interpretating the results the correct way???
- 6 replies
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- b/c ratio
- beam column connection
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Dear all, can any one explain how Etabs calculate joint shear capacity of the RCC structure
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when drawing a column on etabs does the center of the column have to be on the grid line?
