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miqureshi77

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miqureshi77 last won the day on July 30 2018

miqureshi77 had the most liked content!

Profile Information

  • 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.    Howard Roark reacted to a post in a topic: Multi Tower Seismic Analysis
  2.    UmarMakhzumi reacted to a post in a topic: CHAMFER REINFORCEMENT
  3. miqureshi77
    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
  4. miqureshi77
    these are required for hoop stresses
  5.    WR1 reacted to a post in a topic: Multi Tower Seismic Analysis
  6.    miqureshi77 reacted to a post in a topic: Bearing Capacity in Karachi
  7.    Eko Juwanto reacted to a post in a topic: Multi Tower Seismic Analysis
  8.    miqureshi77 reacted to a post in a topic: Bearing Capacity in Karachi
  9.    Ayesha reacted to a post in a topic: Assigning Of Temperature Load In Etabs And Safe
  10. miqureshi77
    what is normal design practice in lahore for foundation design if there is very low bearing capacity, is it deep foundation or shallow foundation?
  11. miqureshi77
    temperature load can be assigned to the members that affected with the temperature variation only (like exterior members)
  12.    WR1 reacted to a post in a topic: Ubc Vs Ibc-2003 (For Seismic Calculations)
  13. miqureshi77
    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
  14. miqureshi77
    I will develop the list of consulting engineers firm
  15. miqureshi77
    I am available
  16.    ErBee reacted to a post in a topic: Reinforcement Results in Etabs With and without Shearwall
  17. miqureshi77
    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
  18. miqureshi77
    So what you will do, will you going to change the Pakistan Building Code?
  19.    miqureshi77 reacted to a post in a topic: I am jobless (structural Engineer)
  20. miqureshi77
    Thanks for your effort and suggestion
  21.    miqureshi77 reacted to a post in a topic: I am jobless (structural Engineer)
  22.    miqureshi77 reacted to a post in a topic: I am jobless (structural Engineer)
  23.    miqureshi77 reacted to a post in a topic: I am jobless (structural Engineer)
  24. miqureshi77
    Thanks for your response. I can work in other locations if suitable
  25.    UmarMakhzumi reacted to a post in a topic: RCC/ Reinforced Concrete Piles Design
  26. miqureshi77
    http://www.sepakistan.com/applications/core/interface/file/attachment.php?id=65 pile design link
  27. miqureshi77
    Can u refer the download link of LPILE
  28. miqureshi77
    USE SAFE for crackwidth check
  29. miqureshi77
    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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