Jump to content

farooqbro

Member
  • Posts

    29
  • Joined

  • Last visited

Profile Information

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

Recent Profile Visitors

2900 profile views

farooqbro's Achievements

Newbie

Newbie (1/14)

2

Reputation

  1. Dear all , hope you will fine i am facing problems in giving the stress losses parameter the pic is attached. please help in this regard its urgent
  2. salam everyone how to calculate spring constant from soil report data and it will be assign through the length of pile .?
  3. we become totaly confuse what to do ? rana and waqas
  4. this video is on importing 3d model but i am facing problems regarding importing cad plan umer sahb can we draw grid system in etabs having perperndicular and inclined grid lines?
  5. 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. this is great idae we will be there inshallah
  7. 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
  8. 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?
  9. thank you so much for providing informative stuff.
  10. having one year experience in structure designing good command over structure software currently working as a structure engineer in lahore need job
  11. 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

×
×
  • Create New...

Important Information

By using this site, you agree to our Terms of Use and Guidelines.