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farooqbro

Member
  • Content count

    28
  • Joined

  • Last visited

About farooqbro

  • Rank
    Lieutenant

Profile Information

  • Gender
    Male
  • Location
    pakistan
  • University
    nust
  • Employer
    MMP
  • Interests
    designing of structure

Recent Profile Visitors

412 profile views
  1. Modeling of pile with soil behavior

    thank you for your guidance
  2. salam everyone how to calculate spring constant from soil report data and it will be assign through the length of pile .?
  3. Shear wall design

    we become totaly confuse what to do ? rana and waqas
  4. Import CAD file to Etabs

    this video is on importing 3d model but i am facing problems regarding importing cad plan
  5. Import CAD file to Etabs

    AOA when i imported cad plan to etabs , the problems is that the snap option is not working properly so when i am drawing members then it is not on grid and joint to joint ?
  6. Manual and Etabs result don't match

    thanks alot
  7. MONTHLY MEETING

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

    etab file chamkni ground story.EDB
  9. 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
  10. 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?
  11. Shear wall design

    thank you so much for providing informative stuff.
  12. 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
  13. 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

  14. 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
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