EX 05 | ILD FOR SERIES OF LOADS | MAXIMUM ABSOLUTE MOMENT | ILD

Influence Line Diagram (ILD) is a graphical representation of Variation of Functions like Reactions at Support, Shear Force and Bending Moment for Determinate as well as Indeterminate Structures. ILD is mostly used for the analysis of Trusses and Bridges where the loads are not steady or say moving loads.
Through this study, One can learn how to find out Maximum Absolute Moment while a section of the beam not known.
DERIVATION OF INFLUENCE LINE DIAGRAM | SIMPLY SUPPORTED BEAM | MOVING UNIT LOAD | ROLLING LOAD
• DERIVATION OF INFLUENC...
EX 01 | ILD FOR TWO WHEEL LOAD | MAXIMUM SHEAR FORCE | MAXIMUM BENDING MOMENT
• EX 01 | ILD FOR TWO WH...
EX 02 | ILD FOR UNIFORMLY DISTRIBUTED LOAD | UDL SHORTER THAN SPAN
• EX 02 | ILD FOR UNIFOR...
EX 03 | ILD FOR UNIFORMLY DISTRIBUTED LOAD | UDL LONGER THAN SPAN
• EX 03 | ILD FOR UNIFOR...
EX 04 | ILD FOR TRAIN LOAD | SERIES OF LOADS | LOCATION OF MAXIMUM SHEAR FORCE & BENDING MOMENT
• EX 04 | ILD FOR TRAIN ...
EX 06 | INFLUENCE LINE DIAGRAM | PROPPED CANTILEVER BEAM | INDETERMINATE STRUCTURE
• EX 06 | INFLUENCE LINE...
EX 07 | INFLUENCE LINE DIAGRAM | TWO SPAN CONTINUOUS BEAM | INDETERMINATE STRUCTURE
• EX 07 | INFLUENCE LINE...

[@superhitragini]

very well explained sir.

[@KHENISIR]

Thanks for liking

[@sahiba9274]

You should write the distances in BMD for calculating ordinates... Otherwise nice video

[@KHENISIR]

Sure Dear....will definately implement in future' lectures...thank you for suggestions

[@sahiba9274]

@@KHENISIR Thank to you sir.... You teach us for free... I am very thankful

[@KHENISIR]

Thank you dear for great compliment...am also thankful to all my friends for support me...

[@kamakhipratapsamantaray9900]

Thank you sir

[@KHENISIR]

So nice of you...keep learning

[@AnjaliMeshram-yr2ve]

Sir aapme 6 baad 5.81 , 4.31, kaise nikale ho please tell me

[@KHENISIR]

Dear Friend Its Similar Triangle Rule Man lo ke Jese kisime 10m per ordinate value 40 hai to 3.8m par kitana hoga?? Ye rule lagake sare ordinate find kiya hua hai I hope you got the answer

[@sudipsunuwar3021]

i tink section shold be at a distance l/2 +d/2 for abolute insted of l/2

[@KHENISIR]

yes Dear Sudip.... its at L/2 + d/2 or L/2 - d/2 according to the location of nearer load from resultant...... and as we find absolute moment which is very nearer to half of the span.. we can also assume it at L/2 for approximation value of momemt

[@ministryofgirls_]

Is this max bending moment on the centre of the span ??

[@KHENISIR]

Its not at centre of span, but its at equidistant from centre of span as well centre of resultant of loading as section is not known so absolute moment is going to be calculated.