Kani's Method: Simplified Procedure for Analysis of Non-sway Frame with Numerical Example

In this series of videos you will learn KANI'S METHOD for analysis of indeterminate structures. In this video you will learn Analysis of Non-sway Frame using Kani's Method. Step by step procedure to analyse non sway 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...
** Simplified Procedure for Analysis of Portal Frame with Sway using Kani's Method & Numerical Example
• Kani’s Method: Analysi...
** 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...
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[@jamesaadhi9091]

TQ for this video. It is very useful for me Mam. TQ so much.

[@DrSuchitaHirde_CivilEnggVideos]

Good to know it helped you. Do share if feel so to help others.. Thanks and Best wishes for future

[@mahibakshi3078]

Very good explanations. .Thanks ma'am

[@DrSuchitaHirde_CivilEnggVideos]

It's my pleasure

[@tekulapallysujatha7330]

Madam can you tell me the how this frame is non sway frame In this problem two columns having different lengths na

[@DrSuchitaHirde_CivilEnggVideos]

This is simple frame. Due to fixed support at E, sway i. e. horizontal movement of top joints of columns is not possible though the column lengths are different. If top joints of frame are free to move in horizontal direction then only there is possibility of sway depending on column conditions. I hope this will help you to differentiate between sway and non sway frames.