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Showing results for tags 'b/c ratio'.
Found 12 results
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Is there any way we can modify the analysis results from etabs by some factor and use those modified values in design?
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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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Dear, How to check beam-column joint & strong column-weak beam in Etabs? Thanks in advanced Rifat
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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 b...
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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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*SEFP Consistent Design**Pile Design**Doc No: 10-00-CD-0007**Date: April 16, 2018* 1.1. FUNCTION OF JOINT Beam-column joint must transfer the forces, such as moment, shear and torsion, transferred by the beam to the column so that the structure can maintain its integrity to carry loads for w...
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- beam-column joint
- sefp consistent design
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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 su...
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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 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
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Salaikom dear professionals, First of all I would like to express my sincere thanks to the initiators of this forum for establishing such an exceptional atmosphere for knowledge/experience sharing, I it is really useful, In fact since I have found the forum I am mostly online and busy reading the p...
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Assalam o alaikum.. My building is in zone 4 with SMRF. Majority of its column are Over stressed in 6/5 Beam Column Capacity Ratios. Columns are pass in all other checks. Size of column is 18x18 and building has just two stories. Longitudinal Reinforcement is ranging from 1% to 1.5%. Shear reinforc...
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