Static Seismic with IS1893 - pt.5: Basic Seismic Definition || Z,I,RF, DM, SS || Auto-Generate value

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  • เผยแพร่เมื่อ 10 ส.ค. 2022
  • In this video, I will cover the assignment of basic seismic parameter in STAAD which are required for design base shear calculation- both manually and using the generate option available for IS1893:2016. There are 15 different parameters, and we are going to explore the first 5 in this video.
    For analysis and design of any structure (concrete, steel or composite) which is in low or high seismic prone area, we need to perform a detailed seismic analysis and based on the analysis results, go for member/connection design. Static seismic analysis is one of the easiest method of earthquake force consideration but it is not only limited to that. For dynamic analysis and seismic detailing, we need static seismic inputs.
    Previous Part--
    Part 4: Loads & Combination || Non-orthogonal Frame || Auto-Load Combo -- • Static Seismic with IS...
    Next Part --
    Part 6: Structure Type (ST) & Time Period || Bare MRF building, RC walls -- • Static Seismic with IS...
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ความคิดเห็น • 12

  • @josephlucas4115
    @josephlucas4115 4 หลายเดือนก่อน

    Hello Sir you promised that in next part you would cover on how to apply parameters properly for a building which is on a sloped ground since the support levels of the columns are not in a single plane.But it has not been covered

  • @peaceofnaturevloggs1449
    @peaceofnaturevloggs1449 ปีที่แล้ว

    Sir please one video on assign of snow load

    • @surojit_ghosh
      @surojit_ghosh  ปีที่แล้ว

      It is a specific topic, I don't have any plan to cover this topic in 2022, may be next year.

  • @vasubhadania
    @vasubhadania 10 หลายเดือนก่อน

    sir..... models in analytical model are difficult but creating model in physical modeler is much easier and perfectly practical......
    please help with physical modeler for seismic load and wind load.....i mean all aspects like horizontal check and vertical checks......moment of inertia (0.35 beams 0.7 columns) every time go to the created property and change is not feasible this how to operate them in physical modeler as done in analytical modeler.....

  • @sunildhal7011
    @sunildhal7011 ปีที่แล้ว

    Sir can u please make a video,how we ad built-up column like 2mb 450,400 c/c

    • @surojit_ghosh
      @surojit_ghosh  ปีที่แล้ว

      You can check these two videos -- th-cam.com/video/70L2pAZoPpE/w-d-xo.html and th-cam.com/video/aYz4rLVhB_s/w-d-xo.html

  • @HeavyTricks
    @HeavyTricks ปีที่แล้ว

    Excellent session sir, thank you. Please make videos on wind load generation using IS 874 part 3 code. I am very confuse on wind load.

  • @arunchugh1
    @arunchugh1 ปีที่แล้ว

    Nicely explained. Please show seismic load item by using wall area, with few examples, of wall layouts.

    • @surojit_ghosh
      @surojit_ghosh  ปีที่แล้ว

      It will be covered in the next session.

  • @nooranistores8015
    @nooranistores8015 ปีที่แล้ว

    Sir, please inform that, if our building has shear wall in only one of plan dimension(say X direction ) and there isn't any shear wall in other plan direction (along z directions there is no shear wall, then what will be the value of respo🔴reduction factor RF?
    RF value Considering shear wall or without considering shear wall? As for IS 1893,there is no provision for RFx and RFz as for ASCE code in staad pro..

  • @dhavalsayta
    @dhavalsayta ปีที่แล้ว

    Sir how can we get this file?

  • @nooranistores8015
    @nooranistores8015 ปีที่แล้ว

    Sir, please make video on building with basement floor and basement shear wall... Thanks sir..