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Found 3 results

  1. Shear force exists in ETABS, members passed after design check but the Area of Steel for shear is "0" in some stories. Any reason?
  2. Assalaam o Alliakum Everyone, Lately I noticed my shear reinforcement value were very high. Then I noticed that ETABs is not considering the strength of concrete in its analysis. As per my understanding phi*Vc can never be zero because shear is first resisted by concrete and extra shear by the...
  3. I am also having problem in understanding the results. I have attached here a picture of an elevation of a building with the shear reinforcement result generated by etabs. There are three values of shear reinforcement for each beam and 2 values(which are duplicates) for column. What do those values...
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