Matrix Method-Stiffness Method Of Structure Analysis

Matrix Method of analysis are of two types:
1. STIFFNESS MATRIX METHOD
click on the link to download the pdf of this Numerical
2. FLEXIBILITY MATRIX METHOD
• Flexibility Matrix Met...
Complete concept on:
Influence Line Diagram: • Influence Line Diagram
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THERE ARE SOME OTHER METHOD OF ANALYSING THE INDETERMINATE STRUCTURE. LIKE
1. SLOPE DEFLECTION METHOD
• Slope deflection method
2. MOMENT DISTRIBUTION METHOD
• Moment distribution me...
3. CLAPEYRON'S THEOREM OF THREE MOMENT
• Clapeyron's Theorem Of...
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[@engi0147]

thank you so much,this video is amazing! you are really calm and its easy to follow what you do!

[@msaurabh1910]

Thanks for your great expectation noone can explain it in such lucid way

[@kuthururachana1056]

Due to thz online classes I'm not understanding by thz videos I'm very clear tq sir

[@mosseskagime6024]

Superb explanation...,I have a rather challenging question sir that I'd really appreciate your help with

[@neshavan720]

This is why this one gets 100k above .
Nice lighting and clear view.
Calm and crisp voice .
Captions,hastags everthing amazing and i am more curious what light and mic you used than subject.even pen scribbling is hearable .
Excellent

[@Civillearningonline]

One of the best complement till now. Thanks a lot.❤️❤️❤️

[@neelathiprakash8203]

Simply superb

[@kyamapavan8569]

Great explanation

[@durgababugandi9542]

Thanks for your .Now I can understand very easy

[@maheshchedurupalli51]

Thank you ☺️ sir ur explaination is good

[@gorikhaja798]

Great explain sir

[@abujubayerjoy2351]

Sir we need more videos with subject wise or topic wise and your explanation is super 👌 sir

[@Civillearningonline]

Yes dear.
I am working on it.
And trying to cover all subjects topic wise.

[@Civillearningonline]

Hello
Abu Jubayer suggest this channel to your friend.
I will be uploading more videos subjects.
I have been uploading videos weekly.
Take care
And stay safe.
Next video on coming Sunday.

[@aakashchalamcharla2526]

Fantastic explanation 😘😘😘😘😘.....

[@saleempasha6965]

Excellent bhai👌

[@atharavpatil3802]

thank you sir , so much helpful

[@sheikhmanan3329]

Great Brother ❤❤❤

[@eliteconstruction7202]

Outstanding

[@deuzztech2346]

thanks i hva understood this more than y lecture

[@MASH_OP47]

Hats off our subject teachers are taking ton of classes but still the concept was unclear after watching ur 1 vedio I'm solving all other problems thank you.

[@dippu8929]

Thanks a lot bruhh

[@kamranmahmood2986]

You are doing really good bro...
Really nice..

[@Civillearningonline]

Thanks alot buddy ♥️♥️

[@treft3853]

dear you applied the anti-clockwise rotation so the section should be deflected upward if I am wrong correct me

[@creativeroshan7961]

It is very helpful tomorrow is my exam..

[@malarvizhi7786]

Superb bro..👌👌👌 Thank you.. 🙏

[@Civillearningonline]

Welcome dear

[@pappukumarsah9755]

very good...... keep going .

[@Civillearningonline]

Thanks alot daju

[@ruksanasheen2084]

Isn't no. of reactions for hinged support 1 and no. of reactions for roller support 2 in kinematic determinacy, what you said is applicable for static determinacy

[@mrnobodypfithu6809]

No different formulas.

[@idealconstruction5956]

Good one

[@mathi-14]

In eqn we put c is left side but actually c value is 45/4 right side so we put minus 45/4 na in calcy plz clarify that sir

[@danielsondaniel1030]

Great explanations
But I don’t understand how you did the multiplications to get the silmutaneous equation

[@swatisagarikaswain6536]

Sir if we will get the value of D1 and D2 as negative then what should we do?

[@alcarazcarmen2485]

thanks so much

[@junaidmir7662]

Thanks for this great explanation sir ❤

[@Nani-kt3qg]

Yes!!!! 🙏

[@xabisomkala3341]

why are you only considering 1 and 2 and not the 3 when calculating the restraining force and creating the matrix??

[@ayushvishwakarma3243]

Thanks bro 🤟👍

[@bhanuramu9135]

Thank you sir

[@onlinesikhau3078]

Good job. 👍👍👍👍

[@Civillearningonline]

Thanks alot dear

[@arikarim4342]

thanks alot

[@033mohammedsaaduddinsharee8]

Superb

[@Fred_Ho882]

please explain how the formula come rather than remember the coefficients? any way to easy remember? thanks

[@CEFTDIWAKARSR]

In that Step 4, using the relation [P]+[K][D]=0. The equation was EI/3 [4 D1 + 2 D2] = 3.75.
By multiplying 3.75 *3 we usually get 11.25. But how you wrote as 45 !?

[@mosseskagime6024]

Not 45 but 45/4=11.25,...Easier to work with whole numbers

[@mosarafansar6398]

@@mosseskagime6024 Can You elaborate Please. 45/4 or 519/25 how to assume?

[@mosseskagime6024]

@@mosarafansar6398 instead of using the decimal form of 11.25...it's easier to use the improper fraction form of 45/4 which is equal to 11.25

[@neshavan720]

Yeah nice ,but how to find the whole number for different problems any example please

[@AmanRaj-rc3yn]

Sir how can I calculate the equation at 26:08 in fx-991EX calculator

[@mathi-14]

In this sum unknown reactions is 8 and equilibrium eqn 3 is then 8-3=5???

[@hurricanegamingpro3828]

Thanks for this bro 😊😊😊

[@Civillearningonline]

Welcome dear❤️❤️

[@entertainmentkakatta781]

Thank you brother 😮❤

[@Civillearningonline]

Welcome dear

[@priyankathonta276]

Good explanation sir

[@shrinivasyadav1798]

I can explain better though 🥸

[@necrozma6900]

Sir fir how to get calculator value from 991ms model

[@old_and_new8096]

Tqsm sir tq for❤❤❤❤❤❤🎉🎉🎉love it

[@creativeroshan7961]

Thanks bhai

[@chennaiahyatagiri4357]

Nice 🙂

[@oshanudara6779]

How did you got kinematic indetermance

[@samukelisiwesangweni5575]

When doing the slope deflection equation, how come it M = M +2EI/L etc I don't understand where the 2EI/L comes from
I'm not familiar with the method

[@Catloverss95]

czcams.com/video/YCXlYj8RYKU/video.html
czcams.com/video/FlDBmMCrTnU/video.html

[@mathi-14]

Left m is final end moment and right side m is fixed end moment this is fomula of slope deflection method to fine the slope values

[@wanifaisal_07]

In the last step while calculating fixed end moments , without writing EI value , how could u evaluate the equation ?

[@Civillearningonline]

If the value of EI is given then its ok put it in the final equation and get the answer or leave it which I have done here.

[@navaneethvijay1315]

@@Civillearningonline Thank you for this method 😍😍
I thought it should be done at the begin by putting the value of EI

[@sravyamullapudi6456]

please explain propped cantilever having fixed and and point load at center in this method

[@Civillearningonline]

Ok

[@gugulothumadhu9541]

Supper explanatation sir

[@Civillearningonline]

Thanks alot dear

[@samuelanandmuthyala8380]

Thank you so much

[@Civillearningonline]

Welcome dear

[@kanakarajumahanthi454]

How to got 45/4EI &519/25EI

[@raviprajapati8749]

thank u

[@Civillearningonline]

Welcome

[@mathi-14]

3 spaning fixed at the ends and roller at middle supports the how to find coordinates

[@Civillearningonline]

I will help you soon.

[@mathi-14]

@@Civillearningonline k sir

[@bheemaray.rajapur7835]

Sir DSMS subject alo explain...

[@guduruharshavardhan2144]

Make one more videos on this concept by changing the condition and loading system.

[@Civillearningonline]

Sure.

[@guduruharshavardhan2144]

@@Civillearningonline waiting for your video bro.

[@guduruharshavardhan2144]

Did u made video?

[@Civillearningonline]

I was busy Today

[@guduruharshavardhan2144]

@@Civillearningonline can we expect tomorrow

[@onlinepg4066]

How comes 4EI/ L ???? ANY DERIVATION ??

[@rajeevtiwari3038]

Sir makes all main topics numerical on structure 2

[@Civillearningonline]

Sure

[@street_burner3641]

Sir KI me 5 me se 3 ko hi kyu subtract kra

[@civilengineeringsolution9261]

D1 and D2 explanation ?

[@AliAsghar-nk2sk]

how got 45/4EI and 519/25EI ?

[@Mohammedyahiyakhan-pq4xv]

45EI/4EI and 519/25EI how it get

[@niranjana9039]

Same?

[@pa-onekumar7511]

At 24.30 duration how u get that values I didn't understood sir..?

[@armanmallik9201]

At this point we simply need to solve the equation. You can either do this manually or by using calculator.
Eg: 4x+2Y=45/4
And 2X+7Y=519/25.

[@armanmallik9201]

It's me CIVIL LEARNING ONLINE.
This is my 2nd email.

[@charankattamanchi284]

@@armanmallik9201 HoW to calculate by using casio

[@armanmallik9201]

@@charankattamanchi284 if you have casio 911 the
Select (mode+5 and then select the type of equation you are going to solve whether the equation is linear or quadratic.

[@aniketps1712]

Bro ✋🏻solve 45/4 = 11.25
It is same. He just took different digits

[@kavichannel4433]

Ta bro

[@dreadedwizard1155]

At 24:24 How did you get the Values ??? And You didn't show equation calculation

[@Civillearningonline]

You can directly solve equations using calculator.

[@dreadedwizard1155]

How did you get 45

[@nileshtayade2699]

@@Civillearningonline before the calculator step..How u do it 45/4EI i didn't understand can you explain sir!

[@nraj2597]

Sir please share the pdf file

[@kanakarajumahanthi454]

Bro how to come D1 & D2

[@aj_reddy]

Sir we need problems on 3 span problem

[@Civillearningonline]

I would have helped you out. But currently i am busy with my exam.

[@kelvinkitina2913]

That is better

[@sivapalansivaram9286]

Thanks for your video sir,
But please be Responsible.
Some of your moment answer are wrong in direction.
Mainly, support is hogging, so it’s minus
At last, you putting positive and negative wrongly.

[@Civillearningonline]

Ok

[@ABC-ux7vl]

KI not 4 ?

[@mathi-14]

How to put 45/4ei and 519/25ei reply me

[@Civillearningonline]

Multiply 6.92 by 3 and convert it in fraction form. You are also write it in decimal form. It's totally up to you.

[@nileshtayade2699]

@@Civillearningonline thank you sir

[@civilengineeringsolution9261]

4EI/3+4EI/4= 7EI/3 how please explain ?

[@Civillearningonline]

4EI/3 + EI = 7EI/3 because 4 gets cancelled. And LCM of 3 and 1 is 3.
Amd i hope you understood.

[@civilengineeringsolution9261]

Thank you boss 👍👍

[@saikiranbethamsetty1131]

At the starting what you calculated is static indeterminacy but you are telling it as kinematic indeterminacy
The kinematic indeterminacy is 4

[@Civillearningonline]

Ok

[@user-ku8cy6xw3y]

2019 scheme??

[@Civillearningonline]

??

[@mathi-14]

Dk is 3j-r sir

[@deepikakrdeepikakr7446]

Flexibility matrix method

[@Civillearningonline]

Flexibility matrix method:
czcams.com/video/j710vnmGMSk/video.html

[@RahulPatil-ct5kj]

Sir upload on flexibility method

[@Civillearningonline]

czcams.com/video/j710vnmGMSk/video.html
Flexible matrix Method

[@RahulPatil-ct5kj]

@@Civillearningonline Tnq so much sir do some videos on drcc subject

[@Civillearningonline]

I too have decided to do so. And for that i need some time.
And i promise you that I will adding them very soon.

[@Civillearningonline]

I too have decided to do so. And for that i need some time.
And i promise you that I will adding them very soon.

[@RahulPatil-ct5kj]

@@Civillearningonline Tnq so much sir

[@pradyuthnaik1012]

I need pictures of this problem

[@Civillearningonline]

It is not available this time.

[@akeel8348]

Sir but [P] = [K] [D]

[@Civillearningonline]

It's just notation.

[@ghost_Gm7]

Bro i couldnt understand the 24:30

[@hungeranand1702]

Gaurav tyagi sir hai ky aap?

[@Civillearningonline]

Nahi.

[@swyangprakashmohanty2298]

Actually u tell me value of EI

[@Civillearningonline]

E =200kn/mm^2 and I is the moment of inertia. Formula for I differ from section to section.

[@mathi-14]

@@Civillearningonline kk sir tnq

[@sumanth1259]

But kinematic indeterminacy is 4

[@exploringarts4152]

As we know formula of kinematic indeterminacy is 3j-re
So 3×3-4=2
Hence kinematic indeterminacy is 2

[@_AbhishekBhurke]

45/4 kyon liya? Sidha 11.25 le lete .

[@abhineshkhichar8188]

Sir please hindi

[@srivastavaaakash5328]

Summation bhi

[@sahil_chavan5]

Thank you sir

[@nityampathak6626]

Thanks sir

[@sivapalansivaram6928]

Thank you sir

[@sivapalansivaram6928]

Sir, Can You please share the pdf of this example? Thank you