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Found 2 results

  1. Eng.kh
    Dear engineers, I modeled a building in ETABS, and under wind loading, then I got the result of story response forces like this. The semi-rigid is assigned, and the slab are flat slab. I wonder why the overturning moment and story shear force reverse the value from negative to positive value at certain story as I highlighted. Is there any problem with this? what caused that problem? Thank you in advances for your ideas.
  2. batoul
    hello, I am modeling an RC building using etabs 2013, I need help in several thing: 1- The story shear along X and Y are not equal 2- The deflection in z direction is so large 3- The period of the first 3 mode is very high any help? Thank u
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