Showing posts with label UG- Moving Loads and ILDs. Show all posts
Showing posts with label UG- Moving Loads and ILDs. Show all posts

Friday, 7 May 2021

Influence Line Diagram for moving load analysis

 


Influence line diagrams for static load analysis

  ILD are drawn for a single unit concentrated load travelling on the span/ structure. In the following video, I tried to explain the application of concept of ILD to the analysis of static/moving loads other than unit load, other than concentrated loads, and for multiple loads.



Influence line diagrams for trusses using the ILDs of beams

 The following video is for the students of II year B. Tech (civil Engineering) Programme. The video details the procedure for drawing ILDs of simply supported trusses





       In the following video, I tried to explain the procedure for drawing ILDs for member forces in trusses in which the top and bottom panel points are not vertically in line. In such trusses, a small correction needs to be done in the ILD. There should not be an abrupt change in the ILD at the point or section where the loading does not appear directly. So, that abrupt change at non-loading panel points needs to be smoothened.


Influence Line Diagrams using Muller-Breslau's principle

Influence line diagrams for beams from first principles

 Definition of Influence Line Diagram (ILD)

Tuesday, 14 April 2020

Application of ILDs for static/ moving loads beyond single unit concentrated load

         ILD are drawn for a single unit concentrated load travelling on the span/ structure. In the following video, I tried to explain the application of concept of ILD to the analysis of static/moving loads other than unit load, other than concentrated loads, and for multiple loads.


ILD for trusses in which panel points are not vertically in line with loaded panel points

 


       In the following video, I tried to explain the procedure for drawing ILDs for member forces in trusses in which the top and bottom panel points are not vertically in line. In such trusses, a small correction needs to be done in the ILD. There should not be an abrupt change in the ILD at the point or section where the loading does not appear directly. So, that abrupt change at non-loading panel points needs to be smoothened.


Saturday, 11 April 2020

ILD s for Simply supported Bridge Trusses

The following video is for the students of II year B. Tech (civil Engineering) Programme. The video details the procedure for drawing ILDs of simply supported trusses