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batoul

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  • Gender
    Female
  • Location
    BEIRUT
  • University
    LEBANESE UNIVERSITY
  • Employer
    CIVIL ENGINEER

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  1.    mhdhamood reacted to a post in a topic: Shear Wall Reinforcement
  2. batoul
    hello, plz i need help in designing shear wall i want to ask about the reason that some time the shear wall considered at all like a boundary element it means that the reinforcement along the wall have the same distribution like a boundary element ( transversal and longitudinal reinforcement + vertical reinforcement
  3. batoul
    hello, i need a manual of design pf prestressed flat slab any help? thank u
  4. batoul
    hello, plz what are the combination used to design a cloumn for seismic design
  5.    batoul reacted to a post in a topic: Composite Column Section
  6.    batoul reacted to a post in a topic: Composite Column Section
  7. batoul
    hello, i have to design a column with composite section ( encased ). i don't have any book about this can someon help me to design this kind of sections
  8. batoul
    hello i am new designer using safe and i am designing a raft foundation what are the load cases to run to check deflection? is it necessary to define non linear case like slab design. It take a long time to finish
  9.    WR1 reacted to a post in a topic: Etabs 2013 - Story Shear, Deflections And Time Period
  10. batoul
    Okay, Thank u very much
  11. batoul
    khalid, Iknow that this is a screen shot of my defined mass source. But i have a problem in my model and i don't know how to determine it
  12. batoul
    according to ubc 97 mass source = 100% dead load + 0.25 live load i meant by sdl the super imposed dead load wich included with the dead load this is my model model.EDB
  13. batoul
    what do you mean you don't need to separate load cases for different direction in etabs.?
  14. batoul
    I DON'T UNDERSTAND ABOUT THE LOADS AND THE MASS SOURCE. Can u explain plz?
  15. batoul
    there is the plot of story shear there is difference about 500 kn between eqx and eqy eqx1.docx eqy1.docx
  16. batoul
    and when i said tha the period is very high i meant the period of the first mode ( dynamic analysis)
  17.    batoul reacted to a post in a topic: Etabs 2013 - Story Shear, Deflections And Time Period
  18. batoul
    thank u very much but i was comparing the values given the story response plot ( story shear). They should not be the same?
  19.    batoul reacted to a post in a topic: Etabs 2013 - Story Shear, Deflections And Time Period
  20. batoul
    this is a screen shot for the story stiffness and this is the model that mustbe checked thank u in advance model.EDB
  21.    batoul reacted to a post in a topic: Etabs 2013 - Story Shear, Deflections And Time Period
  22. batoul
    there are the values of story shear Thank u eqx.xlsx eqy.xlsx
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