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batoul

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Everything posted by batoul

  1. 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
  2. batoul
    hello, i need a manual of design pf prestressed flat slab any help? thank u
  3. batoul
    hello, plz what are the combination used to design a cloumn for seismic design
  4. 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
  5. 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
  6. batoul
    Okay, Thank u very much
  7. 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
  8. 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
  9. batoul
    what do you mean you don't need to separate load cases for different direction in etabs.?
  10. batoul
    I DON'T UNDERSTAND ABOUT THE LOADS AND THE MASS SOURCE. Can u explain plz?
  11. batoul
    there is the plot of story shear there is difference about 500 kn between eqx and eqy eqx1.docx eqy1.docx
  12. batoul
    and when i said tha the period is very high i meant the period of the first mode ( dynamic analysis)
  13. batoul
    thank u very much but i was comparing the values given the story response plot ( story shear). They should not be the same?
  14. batoul
    this is a screen shot for the story stiffness and this is the model that mustbe checked thank u in advance model.EDB
  15. batoul
    there are the values of story shear Thank u eqx.xlsx eqy.xlsx
  16. batoul
    thhe period is the same but my problem is only with the story shear
  17. batoul
    this is my model if someone can take a look on my problems model.EDB
  18. batoul
    How can i know that the weight and stiffness are different in different direction
  19. batoul
    hello rana, Can i attach my model here ? thank u
  20. batoul
    Umar, 1- i am modeling a 31 floors building ( 136 m heigh) and the period in both direction is the same 2- deflection iz direction is about 15 cm 3- period of first mode = 5.59 sec Thanks.
  21. 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
  22. batoul
    Hello, Batoul FAWAZ from Lebanon 5th year civil engineer, lebanese university
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