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Structural Engineering Forum Of Pakistan

miqureshi77

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  • Content count

    35
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miqureshi77 last won the day on December 10 2017

miqureshi77 had the most liked content!

About miqureshi77

  • Rank
    Lieutenant

Profile Information

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

Recent Profile Visitors

309 profile views
  1. miqureshi77

    Bearing Capacity in Karachi

    what is normal design practice in lahore for foundation design if there is very low bearing capacity, is it deep foundation or shallow foundation?
  2. miqureshi77

    Assigning Of Temperature Load In Etabs And Safe

    temperature load can be assigned to the members that affected with the temperature variation only (like exterior members)
  3. miqureshi77

    Multi Tower Seismic Analysis

    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
  4. miqureshi77

    Ubc Vs Ibc-2003 (For Seismic Calculations)

    I will develop the list of consulting engineers firm
  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. miqureshi77

    Ubc Vs Ibc-2003 (For Seismic Calculations)

    So what you will do, will you going to change the Pakistan Building Code?
  7. miqureshi77

    I am jobless (structural Engineer)

    Thanks for your effort and suggestion
  8. miqureshi77

    I am jobless (structural Engineer)

    Thanks for your response. I can work in other locations if suitable
  9. miqureshi77

    RCC/ Reinforced Concrete Piles Design

    http://www.sepakistan.com/applications/core/interface/file/attachment.php?id=65 pile design link
  10. miqureshi77

    Pile Design

    Can u refer the download link of LPILE
  11. miqureshi77

    ETABS Cracking Reinforcement

    USE SAFE for crackwidth check
  12. 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.
  13. miqureshi77

    WHY NEED TO DEFINE LY,LZ& LX IN STAAD PRO

    For the calculation of kl/r ratio
  14. miqureshi77

    Importing from Etabs to Safe

    please share your model for understanding
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