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bayan nassar

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bayan nassar last won the day on July 6 2014

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  • Gender
    Female
  • Location
    Amman - Jordan
  • University
    The university of jordan

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  1. in UBC97 code there is a different values according to the type of structure .. in both ft and m units ... in Etabs it is like this Ct(ft) ______ so my question is , do Etabs need to input it in ft units or it depends on the unit system we use ??
  2. السلام عليكم should we include Ct value in ft unit in Etabs ??
  3. السلام عليكم What is the best way for doing mesh in Etabs 2013 ?? and is there any difference from older versions ??
  4. another question please , the beam is rotated as you told me , but I can't recognize which leg is drawn in the horizontal and which in vertical direction, is there away to now them exactly ? and what is the mirror in "Frame section property data " do ? it doesn't affect any thing in the extruded view ?!
  5. thaaaanks alot , but does this affect showing moment results ?? I mean do I need to show M22 instead of M33 for the rotated beam ??
  6. السلام علبكم How can I control the direction of the L-beam horizontal leg in Etabs ??
  7. السلام عليكم which is better, importing 2010DXF files or older version in Etabs 2013 ??
  8. thanks a lot , but what about the check box "Do not transform frame stiffness for offsets from centroid" ,in the "Frame Assignment - Insertion Point" form ??
  9. السلام عليكم If we don't put the beam end on the center of column exactly , will be there load transfer from the beam to the column ???
  10. salam, How do we include Eccentricity between columns and beams in Etabs ??
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