Staad Pro Lecture - 12 - Dynamic Analysis With Response Spectrum Method

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  • เผยแพร่เมื่อ 27 พ.ค. 2021
  • This Building Provide You about Dynamic Analysis Commands.

ความคิดเห็น • 14

  • @anilkushwaha1829
    @anilkushwaha1829 2 ปีที่แล้ว +2

    SIR ME BHI BHEL BHOPAL UNIT ME THA

  • @subolroy3558
    @subolroy3558 ปีที่แล้ว

    Very nice

  • @MrRahulsana

    Sir how can we say that structure is perfect which checks are done to say that structure is absolute perfect without any second thought🙏

  • @sudarshannikam5243
    @sudarshannikam5243 ปีที่แล้ว +1

    Thanks for this video. Should we revise again base shear after adjusting least 90% mass participation by change cut off mode shape value? Because base shear value is changed after change number of cut off mode shape to get Vb/VB~ 1.00

  • @rajusahu5576
    @rajusahu5576 2 ปีที่แล้ว

    Sir please make video for pdelta analysis with dynamic load case (response spectrum)

  • @bidishagogoi021983
    @bidishagogoi021983 2 ปีที่แล้ว

    What was the first error that you rectified after pinning the joints. ?

  • @swarupdass7223
    @swarupdass7223 ปีที่แล้ว

    Scale factor?

  • @ashishgarg4938
    @ashishgarg4938 ปีที่แล้ว

    Sir my nodes reaction is not showing