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    • UmarMakhzumi

      Eid-ul-Fitr Mubarak   06/25/2017

      Happy Eid-ul-Fitr everyone. May Almighty shower HIS blessings upon you and your family members.


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About farooqbro

  • Rank
    2nd Lieutenant

Profile Information

  • Gender
  • Location
  • University
  • Employer
    structure engineer
  • Interests
    designing of structure

Recent Profile Visitors

203 profile views
  1. Manual and Etabs result don't match

    thanks alot

    this is great idae we will be there inshallah
  3. Manual and Etabs result don't match

    etab file chamkni ground story.EDB
  4. i am doing a project of 5 story in peshawar zone for seismic factor 0.2 data beam (18*30)inch tributary area (18*26) ft dead and live live load (150 and 100 psf ) manual moment =470k-ft etab result =232 k-ft for case (1.2*dead+1.6*live ) why ? please guide me thank you
  5. shear wall design

    waqas one thing more i am working on plaza having shear wall. so what type of mesh i used for slab and wall what is the role of edge constraints?
  6. shear wall design

    thank you so much for providing informative stuff.
  7. Structural Draftsman needed

    having one year experience in structure designing good command over structure software currently working as a structure engineer in lahore need job
  8. AOA 

    having one year experience in structure designing and good command over structure software.

    currently working as a junior structure engineer in lahore.

    need job

  9. shear wall design

    AOA i am facing problems in shear wall design .what are the pier and spandral ?what will be the difference when we assign pier or spandral? without assigning these the shear wall design is incomplete . i am taking about etabsv16 someone have document about shear wall design plz provide it thank you
  10. A0A hope all will be fine why we use meshing in modal? i was doing a project of six story having shear ,without any mesh its deflection was about 2.5" and when i meshed both wall and slabs and also apply restrained to slab than the deflection decreases tremendously.? is this because of meshing or restraints or something else .i am using etabs v16 please guide me thank you
  11. AOA hope you will be fine how to calculate building joint displacement from etabs specially for EQ loading and what are the code allowable limits for that .?
  12. waffle slab in etabs

    thank you for your positive response
  13. waffle slab in etabs

    AOA Hope all will be fine i am facing problem to modal waffle slab in etabs? A good structure is blessing for others.

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