Meenu Albatross
Meenu Albatross
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Lecture 4: Cantilever Beam Natural Frequency and Time Period Problems SDOF undamped free vibration
Lecture 4: Cantilever Beam Natural Frequency and Time Period Problems SDOF undamped free vibration
มุมมอง: 81

วีดีโอ

Lecture 3: Simply Supported Natural Frequency and Time Period Problems SDOF undamped Free Vibration6:35Lecture 3: Simply Supported Natural Frequency and Time Period Problems SDOF undamped Free Vibration
Lecture 3: Simply Supported Natural Frequency and Time Period Problems SDOF undamped Free Vibration
มุมมอง 324 หลายเดือนก่อน
Lecture 3: Simply Supported Natural Frequency and Time Period Problems SDOF undamped Free Vibration
Lecture 2: Case 1 Single Degree of Freedom Undamped Free Vibration9:22Lecture 2: Case 1 Single Degree of Freedom Undamped Free Vibration
Lecture 2: Case 1 Single Degree of Freedom Undamped Free Vibration
มุมมอง 364 หลายเดือนก่อน
Lecture 2: Case 1 Single Degree of Freedom Undamped Free Vibration
Lecture 1: Structural Dynamics Unit I Theory of Vibrations Basic Concepts26:02Lecture 1: Structural Dynamics Unit I Theory of Vibrations Basic Concepts
Lecture 1: Structural Dynamics Unit I Theory of Vibrations Basic Concepts
มุมมอง 624 หลายเดือนก่อน
It deals with basic fundamentals of theory of vibrations and structural dynamics
Community Service Awareness Campaign - Water Security Awareness to Farmer's2:17Community Service Awareness Campaign - Water Security Awareness to Farmer's
Community Service Awareness Campaign - Water Security Awareness to Farmer's
มุมมอง 256ปีที่แล้ว
Community Service Awareness Campaign - Water Security Awareness to Farmer's
Community Service Project - Water Security Awareness Programme17:15Community Service Project - Water Security Awareness Programme
Community Service Project - Water Security Awareness Programme
มุมมอง 1Kปีที่แล้ว
Community Service Project - Water Security Awareness Programme
Retaining wall Analysis Using Staad Pro9:30Retaining wall Analysis Using Staad Pro
Retaining wall Analysis Using Staad Pro
มุมมอง 571ปีที่แล้ว
Retaining wall Analysis Using Staad Pro
Column Analysis and Design Using Staad Pro7:27Column Analysis and Design Using Staad Pro
Column Analysis and Design Using Staad Pro
มุมมอง 483ปีที่แล้ว
Column Analysis and Design Using Staad Pro
Truss Analysis and Design Using Staad Pro9:01Truss Analysis and Design Using Staad Pro
Truss Analysis and Design Using Staad Pro
มุมมอง 211ปีที่แล้ว
Truss Analysis and Design Using Staad Pro
Simple Tower Analysis and Design Using Staad Pro12:41Simple Tower Analysis and Design Using Staad Pro
Simple Tower Analysis and Design Using Staad Pro
มุมมอง 385ปีที่แล้ว
Simple Tower Analysis and Design Using Staad Pro
One way & Two way slab Analysis and Design using Staad Pro10:45One way & Two way slab Analysis and Design using Staad Pro
One way & Two way slab Analysis and Design using Staad Pro
มุมมอง 495ปีที่แล้ว
One way & Two way slab Analysis and Design using Staad Pro
2D Frame Analysis & Design by Staad Pro12:382D Frame Analysis & Design by Staad Pro
2D Frame Analysis & Design by Staad Pro
มุมมอง 314ปีที่แล้ว
2D Frame Analysis & Design by Staad Pro
Construction of Tree Bench using Plastic bottles as Eco bricks9:25Construction of Tree Bench using Plastic bottles as Eco bricks
Construction of Tree Bench using Plastic bottles as Eco bricks
มุมมอง 3372 ปีที่แล้ว
Construction of Tree Bench using Plastic bottles as Eco bricks
Highway Bridge loading standards - 3-Bridge Engineering by Meenu Priya8:43Highway Bridge loading standards - 3-Bridge Engineering by Meenu Priya
Highway Bridge loading standards - 3-Bridge Engineering by Meenu Priya
มุมมอง 6K4 ปีที่แล้ว
Highway Bridge loading standards - 3-Bridge Engineering by Meenu Priya
Circular water tank reinforcement Detailing and construction-Tutorial X by Sri Priya M7:45Circular water tank reinforcement Detailing and construction-Tutorial X by Sri Priya M
Circular water tank reinforcement Detailing and construction-Tutorial X by Sri Priya M
มุมมอง 30K4 ปีที่แล้ว
Circular water tank reinforcement Detailing and construction-Tutorial X by Sri Priya M
Design of Counterfort Retaining wall Problem - Tutorial - VI by Sri Priya M16:27Design of Counterfort Retaining wall Problem - Tutorial - VI by Sri Priya M
Design of Counterfort Retaining wall Problem - Tutorial - VI by Sri Priya M
มุมมอง 7K4 ปีที่แล้ว
Design of Counterfort Retaining wall Problem - Tutorial - VI by Sri Priya M
Design and analysis of Counterfort Retaining wall step by step procedure Tutorial - V by Sri Priya M16:03Design and analysis of Counterfort Retaining wall step by step procedure Tutorial - V by Sri Priya M
Design and analysis of Counterfort Retaining wall step by step procedure Tutorial - V by Sri Priya M
มุมมอง 6K4 ปีที่แล้ว
Design and analysis of Counterfort Retaining wall step by step procedure Tutorial - V by Sri Priya M
Design and analysis of Cantilever Retaining wall Problem by Sri Priya M Tutorial Part - III27:30Design and analysis of Cantilever Retaining wall Problem by Sri Priya M Tutorial Part - III
Design and analysis of Cantilever Retaining wall Problem by Sri Priya M Tutorial Part - III
มุมมอง 11K4 ปีที่แล้ว
Design and analysis of Cantilever Retaining wall Problem by Sri Priya M Tutorial Part - III

ความคิดเห็น

  • @karthikeyank889
    @karthikeyank889 หลายเดือนก่อน

    Is it safe against overturning?

  • @Maya.023
    @Maya.023 3 หลายเดือนก่อน

    What if the soil is clay mam?

  • @hiteshmeena3627
    @hiteshmeena3627 ปีที่แล้ว

    Your calculations are wrong and pathetic concepts Do not watch this video This will waste your time. Caclucations are shit

  • @saraswathisaru1757
    @saraswathisaru1757 ปีที่แล้ว

    Thank you mam❤️

  • @vigneshsaravanan724
    @vigneshsaravanan724 2 ปีที่แล้ว

    What is that H' in pmax and pmin

  • @musicsoul5925
    @musicsoul5925 3 ปีที่แล้ว

    Mam can you please tell how you got 0.67 as dist from c for upward pressure efi in design of toe slab at 8:50.

  • @shubhamraut383
    @shubhamraut383 3 ปีที่แล้ว

    Is it per IS456 code or IRC code?

  • @balamuruganb4325
    @balamuruganb4325 4 ปีที่แล้ว

    Thank you ... Many doubts were clarified