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Salma Jabeen

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Salma Jabeen last won the day on September 30 2018

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    Abu Dhabi
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  1.    ILYAS reacted to a post in a topic: Girts and Purlins affect of Column Beam Effective Length
  2. Salma Jabeen
    Thanks indeed.
  3.    Salma Jabeen reacted to a post in a topic: Girts and Purlins affect of Column Beam Effective Length
  4.    Salma Jabeen reacted to a post in a topic: Girts and Purlins affect of Column Beam Effective Length
  5.    Salma Jabeen reacted to a post in a topic: Girts and Purlins affect of Column Beam Effective Length
  6.    Salma Jabeen reacted to a post in a topic: Girts and Purlins affect of Column Beam Effective Length
  7.    Salma Jabeen reacted to a post in a topic: Eccentricity Values In Etabs
  8.    Ayesha reacted to a post in a topic: Torsional Irregularity
  9.    Ayesha reacted to a post in a topic: Structural System with small and economical crossection
  10.    Ayesha reacted to a post in a topic: Structural System with small and economical crossection
  11.    Ayesha reacted to a post in a topic: Structural System with small and economical crossection
  12. Salma Jabeen
    And while doing so you need to check the torsion for building plan also, Wall location should be carefully decided.
  13. Salma Jabeen
    See ,from your post what I understood is that you are providing one shear wall along X-axis. And I mean that instead of giving that one BIG shear wall give 2-3 at different locations in that same along x-axis. (location shall be decided considering the architectural restraints).
  14. Salma Jabeen
    It should increase as you go up (if you have same storey heights). Referring to your load pattern definition, you should select the exposure from diaphragms (assign diaphragms to slab also). and also do define wind exposure parameters. i am not familiar with this British code but in american codes there are different case for wind exposure parameters, so there we have to add that much number of wind patterns separately.
  15. Salma Jabeen
    Very good discussion indeed. I would like to add one more point, it is not necessary to add only one shear wall in x-direction and get larger dimensions of it. Instead you can add multiple (2-3 based on your lateral stiffness required). This could share the forces and hence reducing dimensions and make your client happy. 🙂
  16. Salma Jabeen
    ETABS gives very good results for wind load analysis. I am not sure why it is happening in your case. Can u please share the screenshot of load pattern definition for wind load?
  17.    Salma Jabeen reacted to a post in a topic: Seismic Assessment And Retrofit Design - Masonry Infills and General
  18. Salma Jabeen
    Please check ASCE 7-05, Chapter-12.
  19. Salma Jabeen
    Hello everyone, I have a question from steel structural designers. Does purlin help in reducing effective span of main rafter? and similarly does girt help in reducing effective height of column, does it give any lateral stability to column?
  20.    Salma Jabeen reacted to a post in a topic: Steel Design by ASD or LRFD?
  21. Salma Jabeen
    Thanks for your reply. Can u please help me in providing reference from codes for its detailing, as I have to use in one of my projects. Thanks.
  22.    Salma Jabeen reacted to a post in a topic: BENT UP BARS
  23. Salma Jabeen
    Salam all, I want some discussion regarding using bent up bars in slabs/beams. Why it is not generally used? Is there any reference from codes for detailing of bent up bars?
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