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miqureshi77

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miqureshi77 last won the day on July 30 2018

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  • Gender
    Male
  • Location
    PAKISTAN
  • University
    N.E.D
  • Employer
    Jobless
  • Interests
    ETAB, SAFE. STAND DYNAMIC ANALYSIS. CONCRETE DESIGN STEEL DESIGN

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  1. this reiforcement need to provide to resist diagonal tension cracks. normally it is required in large structures, where tension is high, no need for small structures
  2. what is normal design practice in lahore for foundation design if there is very low bearing capacity, is it deep foundation or shallow foundation?
  3. temperature load can be assigned to the members that affected with the temperature variation only (like exterior members)
  4. You need to provide expansion joint at podium near to all three tower and analyze them separately. Because each tower has different time period Based on there geometry and loading so the lateral forces will be different
  5. yes, in this case most of lateral load carrying by shear wall, so your beam column have lesser lateral forces, thats why the reinforcement has decreased in these members
  6. So what you will do, will you going to change the Pakistan Building Code?
  7. Thanks for your response. I can work in other locations if suitable
  8. http://www.sepakistan.com/applications/core/interface/file/attachment.php?id=65 pile design link
  9. I am having 16 year of experience totally in structural design . I worked 8 year in Pakistan and 8 years in Saudi Arabia. I came from Saudi Arabia in June 2017. Since then I am searching job. I request the members if somebody have job in their office please let me know.
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