Kani’s Method: Analysis of Portal Frame with Sway, concepts with Numerical Example

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Dr. Suchita Hirde Civil Engineering Videos

Dr. Suchita Hirde Civil Engineering Videos

Күн бұрын

In this series of videos you will learn KANI'S METHOD for analysis of indeterminate structures. In this video you will learn Analysis of Portal Frame subjected to sway using Kani's Method. Step by step procedure to analyse portal frame along with numerical example have been explained in this video.
Some of the links of videos on Structural Analysis and Design. For more videos vist the channel
** Concepts of Kani's Method: (Rotation Contribution Method) Numerical example on Continuous Beam with fixed support
• Kani's Method: Continu...
** Kani's Method: Continuous Beam with simple support Numerical Example(Rotation Contribution Method)
• Kani's Method: Continu...
**Kani's Method: Simplified Procedure for Analysis of Non-sway Frame with Numerical Example
• Kani's Method: Simplif...
** Moment Distribution Method : Basic Terminology and procedure.
• Moment Distribution Me...
** Analysis of Portal Frame with Hinged Support using Moment Distribution Method
• Analysis of Portal Fra...
Links of some of the Civil Structural Engineering Videos created by me.
For more details connect to my channel
** Simple Technique to draw Shear Force Diagram (SFD)
• How to draw Shear Forc...
** Slope Deflection Method : Understanding how to write slope deflection equations for beams and frames
• Slope Deflection Metho...
** Sway problem by Slope Deflection Method for frame subjected to external moment
• Video
** Analysis of Portal Frame with INCLINED LEG using Slope Deflection Method
• Video
** The link for video on concept of ILD is mentioned below.
• What is Influence Line...
** How to Design RCC Dog Legged Staircase (Part 7): Numerical Example with reinforcement detailing
• How to Design RCC Dog ...
** Link for Influence Line Diagram ILD for Reaction at Middle Support# of Continuous Beam
• Influence Line Diagram...
** Link for Influence Line Diagram ILD for Shear Force at any Section of Continuous Beam
• Shear Force ILD: Influ...
#KanisMethod
#AnalysisofPortalFrame
#Swayanalysis
#suchitahirde
#TechnicalCivil
#StructuralAnalysisVideoforGATE
#GATE2021
#GATE_Academy
#Theory_of_Structures
#civilguruji

Пікірлер: 12
@mohdyounis7618
@mohdyounis7618 3 жыл бұрын
Mam your way of teaching is very good.nd easy understand
@DrSuchitaHirde_CivilEnggVideos
@DrSuchitaHirde_CivilEnggVideos 3 жыл бұрын
Thanks.. This is to create interest amongst students in structural engineering subjects.
@ajayv4186
@ajayv4186 3 жыл бұрын
Waiting for the next video mam
@DrSuchitaHirde_CivilEnggVideos
@DrSuchitaHirde_CivilEnggVideos 3 жыл бұрын
Please wait. I will be uploading 3 more videos on Kani's method after Diwali.
@Raju147civil
@Raju147civil 3 жыл бұрын
I really thankful for your efforts your lectures very good and easy to understand I want to know which tool you are using for writing and drawing thank you very much, madam
@DrSuchitaHirde_CivilEnggVideos
@DrSuchitaHirde_CivilEnggVideos 3 жыл бұрын
Thanks.. Autocad and MS office
@thavamani7697
@thavamani7697 3 жыл бұрын
Mam ,How to calculate displacement factor of column 3 bay 3 stories building . means sum of Kfc2 will be taken for individual floor or whole stories . pls explain
@DrSuchitaHirde_CivilEnggVideos
@DrSuchitaHirde_CivilEnggVideos 3 жыл бұрын
Will share soon
@guruprasadhc894
@guruprasadhc894 3 жыл бұрын
why should we take effective length as 1.5 times the actual length for calculating displacement factor for hinged base column"
@DrSuchitaHirde_CivilEnggVideos
@DrSuchitaHirde_CivilEnggVideos 3 жыл бұрын
It is relative effective length as compared to fixed support.
@meghanaavunuri1124
@meghanaavunuri1124 3 жыл бұрын
If horizontal force is not given ... then how to find storey moment
@DrSuchitaHirde_CivilEnggVideos
@DrSuchitaHirde_CivilEnggVideos 3 жыл бұрын
Then storey moment will be zero.
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