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Found 3 results

  1. Waqar Saleem
    how to check beam/column capacity in etabs? what are the limits for the ratio? any reference to the literature?
  2. Amer Barzanji
    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
  3. Waqas Haider
    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 reinforcement going upto Av/s =0.18........ I cant increase size of column because it is already 18x18. How can i solve this problem??
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