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Sohaib Iqbal

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Sohaib Iqbal last won the day on November 1 2016

Sohaib Iqbal had the most liked content!

About Sohaib Iqbal

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    Lieutenant

Contact Methods

  • Skype
    isohaib8791

Profile Information

  • Gender
    Male
  • Location
    karachi
  • University
    NED University Of Engineering & Technology
  • Employer
    FHA
  • Interests
    structural engineering

Recent Profile Visitors

584 profile views
  1. Base isolated structures (rubber isolators)

    apologies for late reply. i hope u all are doing well. basically i modelled a symmetric G+3 structure and performed linear dynamic analysis. after that i m trying to model with base isolators and then again will perform response spectrum analysis after considering 30 % damping. basically i have to observe reduction in base shear and change in time period bcz of rubber isolators.
  2. respected engineers. i m working on base isolated structures. can anyone provide me the literature and examples for this?
  3. manual mesh vs auto mesh

    Respected members! how outcomes differ when we do auto and manual mesh? which is most accurate and preferable?
  4. Minaret Design

    if i assign a column of 5 ft wide it will take as solid mass. how to consider it hollow (as in case of inside stairs) in etabs?
  5. Minaret Design

    can we model it on etabs like column?
  6. Purpose of design strips in safe

    dear waqas. can we assign strips L/4 at column?
  7. 2nd order analysis

    Respected engineers. can anyone tell me that what is difference between 1st and 2nd order analysis? specially related to steel structures also.
  8. Assign pick up column in Etabs

    because it is a easier way to get maximum deflections, moments and shear on the beam having pick up column.
  9. Assign pick up column in Etabs

    can we consider loads on pick up column given by etabs then apply it as point load to design beam which is supporting pick up col?
  10. Assign pick up column in Etabs

    i did. etabs designing it as a column but not designing the lower beam for this pick up column load.
  11. Economy of ASD Vs LRDF

    on different steel percentages ultimate design section takes 30 to 80 % more load as compared to ASD design sections.
  12. Economy of ASD Vs LRDF

    yes this is true. u can verify it by solving beam using these two methods. ASD method give large sections as compared to ultimate. but it is good in achieving servicibility criteria.i will try to give u an example solving by these two methods and thier comparison.
  13. Assign pick up column in Etabs

    Respected engineers! can anyone elaborate the procedure to assign pick up column in etabs
  14. Eccentricity Values In Etabs

    sir Rana! will u please elaborate the procedure of checking torrosional irregularity and procedure to deal it. as u mentioned in ur post. Thanks
  15. Concrete Exposed to Weather

    cover requirements are necessary. in case of paints it needs proper mentainance on the basis of define mentainance model otherwise weather impacts like carbonation (due to increasing content of CO2 in air) , chloride attack can cause corrosion of steel. Concrete Cover is the first defence line to prevent corrosion.
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