Unit Load Method Problems | Unit Load Method Structural Analysis

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Unit Load Method Problems | Unit Load Method Structural Analysis

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Күн бұрын

Unit Load Method:
a. It is a force method that can be used to analyse but determinate and indeterminate structure.
b. It is a modification of castigliano's 2nd theorem.
complete concept on :
Influence Line Diagram: • Influence Line Diagram
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There are some other method of analysis of indeterminate structure.
They are as follow:
1. Moment Distribution Method
Example 1:
• Moment distribution me...
Example 2:
• Moment distribution me...
2. Slope deflection method:
Example 1:
• Slope deflection method
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You will find seperate playlist made for the analysis of determinate structure and indeterminate structure.
1. Determinate structure ( structure analysis 1)
2. Indeterminate structure ( structure analysis 2)
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Пікірлер: 57

@gg-insane1971 Ай бұрын

50×1.5+10×1.5(1.5/2+2.5) = 41.25 KN This is the correct value of Rb....

@bidyutmajumder 3 жыл бұрын

I think RB = 20.625 and RA 44.375 Thaking moment about A Udl load distance count from A And distance (( 2.5 + (1.5÷2)) = 3.25 m Vedio very good sir I understood unit load method Thank u sir

@man_of_hearts1243 3 жыл бұрын

Yes, thought the same. He did the mistake there

@meshackwachiuri566 2 жыл бұрын

Distance is okay =3.25m. Reactions are as mentioned.

@_HarshdeepSingh Жыл бұрын

Dhanvad veere tera

@garbhitkumawat2172 Жыл бұрын

RB=41.25 RA=23.75

@utkarshkumarverma7582 2 жыл бұрын

sir Rb=28.75 and Ra=36.25

@bismatshrestha2057 2 жыл бұрын

No you're wrong, he is right.

@AbhishekThakur-ys9cg 2 жыл бұрын

This is right

@05shivamkumar67 Жыл бұрын

@@bismatshrestha2057 check yourself again.

@mrunknown12360 Жыл бұрын

Same, in our college rb=28.75 and Ra= 26.25 . Which is correct reply

@saumyadas1665 Жыл бұрын

@@mrunknown12360 jo utkarsh bola h wo shi h

@shemooss 6 ай бұрын

sir can you explain to me why the effect of unit moment accrue only on CB ? does the support reaction affect by the applying a moment?

@poojalingaiahmedi3030 3 жыл бұрын

Ur explanation extraordinary sir thanks alot sir

@poojalingaiahmedi3030 3 жыл бұрын

Why taken 10*1.5 sir ,y don't we take 0.5 na sir

@prakashranjansahoo7908 Жыл бұрын

@@poojalingaiahmedi3030 If you are asking about the total load when udl is applie, then udl is applied over the length 1.5 m. thats why taken as 10*1.5.

@garbhitkumawat2172 Жыл бұрын

Why will be the effect of Unit moment will occur only on CB and not on EB DE AD???

@shemooss 6 ай бұрын

did you get the answer ?

@rjvlogs8057 3 жыл бұрын

Thank you brother you have clear my all douts thnk you so much

@Civillearningonline 3 жыл бұрын

Welcome brother

@rjvlogs8057 3 жыл бұрын

Love from nepal bro

@Civillearningonline 3 жыл бұрын

Nepal's which side?? Kathmandu?

@Civillearningonline 3 жыл бұрын

Ma pani Nepali nai hu Bhai.😁😁

@rjvlogs8057 3 жыл бұрын

Butwal bata ho bro.. Yo online class le structural analysis khi ni bujna sake na.. So tapa ko video le khi khi buje...

@taqaduswani3074 3 жыл бұрын

Sir your explanation is very good thank you

@taqaduswani3074 3 жыл бұрын

Sir please and please make a vedeo on castiglianos ist and 2nd theorem on beams and frames as well as castiglianos ist and second theorem on trusses and 2 hinged arches please reply

@Civillearningonline 3 жыл бұрын

Thanks for mentioning. Currently i am working on INFLUENCE LINE DIAGRAM but i will keep your suggestions in mind.

@Civillearningonline 3 жыл бұрын

I will soon be uploading video on the topics which you have mentioned.

@taqaduswani3074 3 жыл бұрын

Thank you sir very very thank you

@barshabhugai2320 2 жыл бұрын

Sir explanation is very nice ..no offense but please make sound quality of the video better.....

@Civillearningonline 2 жыл бұрын

@devanshkumar90 7 ай бұрын

Sir m2 kaise calculate hua h please btaye

@Shivanikumari-dv7cw Ай бұрын

RB is 28.75

@esthernamutosi6604 Жыл бұрын

Your reaction at be is supposed to be 28.75KN

@shivamsharanlall672 Жыл бұрын

Using the calculator fx-991 ES PLUS, integration becomes very easy, instead of cumbersome calculation of whole page.

@jamesclark5905 Жыл бұрын

While this is true, it's always good to be good at the integration steps for when you have to work out say the deflection as a function of load moments with no values

@shivamsharanlall672 Жыл бұрын

@@jamesclark5905 Hi, I was revising the numerical today itself. I found a mistake in the reactions calculation. Moment about A, RB*3 - 10* 1.5(1.5+1+1.5/2) -50*1.5 =0 Solving this, we get, Rb = 41.25kN Ra = 23.72kN Well thought of informing you....

@mursalin5760 Жыл бұрын

@@shivamsharanlall672 i found it also

@clintcallender9502 11 ай бұрын

Why you switched sides , couldve keep going from right side

@Civillearningonline 11 ай бұрын

It's totally up to you. You can proceed through any side.

@clintcallender9502 11 ай бұрын

@@Civillearningonlinemy other question is, i saw most videos took the full length that was cut as x, even if there are known distances. But i saw you just put the x as the unknown after the known/given didtances. Can you do it both ways? That has me really confused

@poojalingaiahmedi3030 3 жыл бұрын

Y take RA value is RB value is RA sir

@Civillearningonline 3 жыл бұрын

Thanks for letting me know. But i have corrected it in the video.