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Structural Engineering Forum Of Pakistan

ILYAS

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Everything posted by ILYAS

  1. ILYAS
    Please solve one frame manually with these conditions ,you will understand
  2. ILYAS
    after searching google ,i used to post here
  3. ILYAS
    it considers ,go to flexural design
  4. ILYAS
    Anybody have literature or drawings of REINFORCED COCRRETE PROTECTIVE GALLERY /SNOW SHED IN HIGHWAY/ avalanches in highway?
  5. ILYAS
    no man,never designed retaining wall of pcc above 6ft even.
  6. ILYAS
    NEW ACI CODE has been released after 5 years.please go through that.
  7. ILYAS
    because research through lab experiment (testing of beam /column) proved that 135 degree is more effective than any other angle.
  8. ILYAS
    please consult geotech engineer for slope stability
  9. ILYAS
    Thanks very useful
  10. ILYAS
    please consult with geotechnical enginner
  11. ILYAS
    for how much depth you are excavating?
  12. ILYAS
    great work,much appreciated
  13. ILYAS
    By just looking at elevation of building nobody will tell you that how much thickness is required .
  14. ILYAS
    existing building cannot be checked only by modeling etabs model.
  15. ILYAS
    this is not layering,same property mat will be used throughout.He can define another mat property of 48 inch thick .
  16. ILYAS
    option 1:48 slab with mat property instead of drop property
  17. ILYAS
    brittle failure,seems to be no reinforcement
  18. ILYAS
    ACI 332
  19. ILYAS
    1-STRUCTURE DESIGN ENGINEER IS REQUIRED AT LAHORE WITH 3 -5 YEAR EXPERIENCED IN HIGH RISE BUILDINGS AND SHORING WORKS.PLEASE SEND YOUR CV AT ilyasniazi@ndapak.com.
  20. ILYAS
    if anyone need helps in any kind of shoring works( soil nail wall,secant piles,contigous piles,strutting action,cantilever piles,anchor design,top down construction etc).please tell me so we can discuss here.
  21. ILYAS
    plaxis 2D can be used but it it is very costly
  22. ILYAS
    see the detail in ACI CODE and books as well
  23. ILYAS
    model the column
  24. ILYAS
    cracked section is must
  25. ILYAS
    machine foundation (ACI351.2-10,ACI351.3-04). and for floor vibration ISO 2372
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