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Abid Qasmi

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Abid Qasmi last won the day on January 12

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About Abid Qasmi

  • Rank
    Lieutenant

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  • Gender
    Male
  • Location
    Pakistan
  • University
    Quaid-e-awam University Nawabshah
  • Employer
    Private
  1. Help required for analysis in etabs

    Dear all,i found out the reason why column reinforcement was 1℅ in all columns and it was that i had erroneously assigned oversized column dimensions in some columns. But my second querry yet remains unanswered that is whether the building be modelled as a whole or separated into two portions in order to avoid errors.thnx n regards
  2. Issues in ETABS results

    Etabs version 9.7.5 also have the option whether to condider minimum eccentricity or not
  3. Help required for analysis in etabs

    Dear waqar I'm uploading architecture and edb file of the model.i have separated the building by providing expansion joint.the file in etabs model is one portion of the building, I'm working on it.secondly if we dont want to provide expansion joint thn wat to do? coz when i model the entire building then lots of errors are coming so i separated the building now there aren't any errors.all suggestions will be highly appreciated.thnx n regards STATIC MODEL.EDB STATIC MODEL.$ET AMMALGAMATION PLAN-Model.pdf
  4. Stiffness Method

    R.c Hibbeler's structural analysis is also worth reading and enjoying 😁
  5. Help required for analysis in etabs

    Dear Uzair, I'm also facing the same problem.my building is in zone 2A,soil sd,all spans are less than 25ft,slab thickness 6",size of columns and beams are 12"x30" and 9"x18" respectively. Seismic load cases are 4. End result is all columns are having steel 1%.is it ok to have same %age in all columns? Or something is definitely wrong? Secondly building shape is pretty regular and no of stories are eight.rigid diaphragm assigned.etabs version 9.7.5. but i just remember i erroneously defined 25% live load in mass source command as the building is for purely residential purpose as against Warehouse or a garrage where we define 25% of L.L.?
  6. Time Period

    Thnx a lot for ur kind co operation.i ll check it
  7. Time Period

    Wat abt static analysis!! How to get T if performing static analysis.i think go to TABLES, isn't it?
  8. Issues in ETABS results

    interesting discussion!!! but how can we check T i.t the fundamental time period in ETABS?
  9. Issues in ETABS results

    interesting discussion!!! but how can we check T i.e the fundamental time period in ETABS?
  10. How to decide a Raft or a Single Footing?

    Kindly elaborate the second point sir,thnx
  11. Aoa dear S.Es Wat is the criteria for selection of a particular type of a foundation especially with reference to an RCC building? e.g A RAFT or SINGLE FOOTING?
  12. P-Delta Effects

    Dear Baz, From your discussion,wat i hv been able to conclude is that a column will b designed as a Short column(neglecting p-delta)or Long column(including p-delta.is it so,sir?
  13. P-Delta Effects

    Aoa respected SEs.it has been learnt that p-delta effects are considered under certain conditions.it is not necessary to consider it in every project.wat are the conditions? When to include it n when not? Elaborative comments will be highly welcome.thnx n regards
  14. Etabs load combos

    THNX for reply sir it wud b convenient for me if u write down step by step procedure for adding load combos.can u plz write down step by step procedure for adding load combos,i also hv seen ur ETABS CHECKLIST but still im unable to understand.hope u understand my point.looking for ur expert comments.
  15. Etabs load combos

    Dear experienced fellows, a comprehensive material on load combos is required,entailing a complete philosophy of load combos DCON1,2,3,4 etc n UDCON 1,2,3 Etc.wat is difference between these n wat is correct procedure of using combos in Etabs ver 9?is it adding all default combos or are there separate combos for STATIC and DYNAMIC ANALYSIS? Wat is enveloping of combos n how it it done.wat is difference between service n ultimate design combos?does this mean strength design or allowable stress design combos? In books i hv read only basic load combos i.e LRFD(Strength design) and ASD thn how to make derived combos from that basic combo.In a nutshell wat steps shud we follow if we r designing a model using STATIC Analysis.thnx n regards
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