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miqureshi77

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miqureshi77 last won the day on October 2

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About miqureshi77

  • Rank
    2nd Lieutenant

Profile Information

  • Gender
    Male
  • Location
    PAKISTAN
  • University
    N.E.D
  • Employer
    Jobless
  • Interests
    ETAB, SAFE. STAND DYNAMIC ANALYSIS. CONCRETE DESIGN STEEL DESIGN

Recent Profile Visitors

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  1. WHY NEED TO DEFINE LY,LZ& LX IN STAAD PRO

    For the calculation of kl/r ratio
  2. Importing from Etabs to Safe

    please share your model for understanding
  3. Slab deflection in ETABS

    this deflection shows in Etabs is global deflection, this will increase due to axial and lateral deformation of the members globally, if you check deflection individuallly with respect to each floor value than u will find the same deflection
  4. Bearing Capacity in Karachi

    I have worked so many project in khi and I lived near this area, based on my experienced I suggested these value
  5. Bearing Capacity in Karachi

    U can use up to 1.5 tsf B.c in this area approximately
  6. Bearing Capacity in Karachi

    Please tell me the location of the site in karachi. I will tell u the appropriate. B.c value
  7. FOUNDATION DESIGN IN SAFE

    Rana, What is the solution if I cannot If it is not possible to do all these solution, what shall he do, because this is the local pressure at one side only. the average total pressure may be very less than the allowable pressure
  8. SAFE FOUNDATION DESIGN

    You cannot provide fix support under wall. You have to provide spring soil modulus under the raft. Increase area of foundation and thickness of raft under the shear wall to reduce the bearing capacity values
  9. Stiffness Modifiers

    Stiffness modifiers are used to account for cracking in concrete. It is the nature of concrete to crack and hence, it is important to modify its stiffness to accurately get deflections and moments
  10. Shear wall from 3rd storey

    Dear BAZ, What really needs to do additionally in ETAB model
  11. Thickness of footing

    Thickness can be determined by punching shear and beam shear formula
  12. Shear wall from 3rd storey

    I have building with 20 storey. The lift core started from the Base. I have another lift core which is started from third storey. Can I model this core as a shear wall from third storey. What I need to consider for irregularities
  13. Plinth Beam

    Are these columns circular or rectangle. If these are circular then spacing of spiral looks OK. If rectangular, check ACI Soil on these areas normally hard to soft rock categories, which have good bearing capacity. Please keep in mind that all joints should be detailed properly. And casting should be inspected thoroughly
  14. Flexural Analysis

    Top bar in slab at middle span is not required except for temp shrinkage only
  15. Structural Engineering Books

    One more very good book which I keep learning since my undergraduate is Rcc design by NADEEM HASOUN
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