Matrix Method-Stiffness Method Of Structure Analysis

[@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.❤️❤️❤️

[@muminibrahim8450]

@@Civillearningonline u deserve it, nice work...hope we get more videos🧡🧡

[@engi0147]

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

[@kuthururachana1056]

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

[@msaurabh1910]

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

[@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.

[@maheshchedurupalli51]

Thank you ☺️ sir ur explaination is good

[@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.

[@durgababugandi9542]

Thanks for your .Now I can understand very easy

[@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

[@creativeroshan7961]

It is very helpful tomorrow is my exam..

[@malarvizhi7786]

Superb bro..👌👌👌 Thank you.. 🙏

[@Civillearningonline]

Welcome dear

[@sheikhmanan3329]

Great Brother ❤❤❤

[@eliteconstruction7202]

Outstanding

[@mosseskagime6024]

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

[@neelathiprakash8203]

Simply superb

[@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.

[@junaidmir7662]

Thanks for this great explanation sir ❤

[@Nani-kt3qg]

Yes!!!! 🙏

[@kyamapavan8569]

Great explanation

[@deuzztech2346]

thanks i hva understood this more than y lecture

[@gorikhaja798]

Great explain sir

[@saleempasha6965]

Excellent bhai👌

[@rAniverse3828]

Thanks for this bro 😊😊😊

[@Civillearningonline]

Welcome dear❤️❤️

[@atharavpatil3802]

thank you sir , so much helpful

[@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

[@aakashchalamcharla2526]

Fantastic explanation 😘😘😘😘😘.....

[@yogishyogi3372]

THANKYOU SO MUCH SIR 👍

[@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!

[@pappukumarsah9755]

very good...... keep going .

[@Civillearningonline]

Thanks alot daju

[@entertainmentkakatta781]

Thank you brother 😮❤

[@Civillearningonline]

Welcome dear

[@danielsondaniel1030]

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

[@old_and_new8096]

Tqsm sir tq for❤❤❤❤❤❤🎉🎉🎉love it

[@idealconstruction5956]

Good one

[@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

[@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

[@kamranmahmood2986]

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

[@Civillearningonline]

Thanks alot buddy ♥️♥️

[@033mohammedsaaduddinsharee8]

Superb

[@AmanRaj-rc3yn]

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

[@Samukelisiwe.Sangweni]

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]

ua-cam.com/video/YCXlYj8RYKU/v-deo.html
ua-cam.com/video/FlDBmMCrTnU/v-deo.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

[@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 🤟👍

[@onlinesikhau3078]

Good job. 👍👍👍👍

[@Civillearningonline]

Thanks alot dear

[@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

[@dippu.ff.28]

Thanks a lot bruhh

[@priyankathonta276]

Good explanation sir

[@shrinivasyadav1798]

I can explain better though 🥸

[@necrozma6900]

Sir fir how to get calculator value from 991ms model

[@rajeevtiwari3038]

Sir makes all main topics numerical on structure 2

[@Civillearningonline]

Sure

[@bheemaray.rajapur7835]

Sir DSMS subject alo explain...

[@mathi-14]

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

[@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

[@treft3853]

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

[@oshanudara6779]

How did you got kinematic indetermance

[@gugulothumadhu9541]

Supper explanatation sir

[@Civillearningonline]

Thanks alot dear

[@Fred_Ho882]

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

[@swatisagarikaswain6536]

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

[@chennaiahyatagiri4357]

Nice 🙂

[@sravyamullapudi6456]

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

[@Civillearningonline]

Ok

[@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

[@raviprajapati8749]

thank u

[@Civillearningonline]

Welcome

[@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

[@nityampathak6626]

Thanks sir

[@street_burner3641]

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

[@onlinepg4066]

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

[@creativeroshan7961]

Thanks bhai

[@bhanuramu9135]

Thank you sir

[@deepikakrdeepikakr7446]

Flexibility matrix method

[@Civillearningonline]

Flexibility matrix method:
ua-cam.com/video/j710vnmGMSk/v-deo.html

[@Tarunkanedar]

At 31:56 thats 8.14 not 1.14 tell correctly

[@arikarim4342]

thanks alot

[@samuelanandmuthyala8380]

Thank you so much

[@Civillearningonline]

Welcome dear

[@kanakarajumahanthi454]

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

[@Mohammedyahiyakhan-pq4xv]

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

[@niranjana9039]

Same?

[@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

[@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 👍👍

[@civilengineeringsolution9261]

D1 and D2 explanation ?

[@ghost_Gm7]

Bro i couldnt understand the 24:30

[@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.

[@kanakarajumahanthi454]

Bro how to come D1 & D2

[@kavichannel4433]

Ta bro

[@pradyuthnaik1012]

I need pictures of this problem

[@Civillearningonline]

It is not available this time.

[@AliAsghar-nk2sk]

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

[@akeel8348]

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

[@Civillearningonline]

It's just notation.

[@RahulPatil-ct5kj]

Sir upload on flexibility method

[@Civillearningonline]

ua-cam.com/video/j710vnmGMSk/v-deo.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

[@AsmaPM-h5m]

2019 scheme??

[@Civillearningonline]

??

[@mathi-14]

Dk is 3j-r sir

[@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

[@study_hub658]

There are no axial forces .
Formullae may give you wrong calculation sometimes. I prefer doing conceptually

[@hungeranand1702]

Gaurav tyagi sir hai ky aap?

[@Civillearningonline]

Nahi.

[@nraj2597]

Sir please share the pdf file

[@kelvinkitina2913]

That is better

[@ABC-ux7vl]

KI not 4 ?

[@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

[@_AbhishekBhurke]

45/4 kyon liya? Sidha 11.25 le lete .

[@abhineshkhichar8188]

Sir please hindi

[@Civillearningonline]

Search for "civil learning hindi". Thank you

[@srivastavaaakash5328]

Summation bhi

[@sivapalansivaram6928]

Thank you sir

[@sivapalansivaram6928]

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

[@alcarazcarmen2485]

thanks so much

[@sahil_chavan5]

Thank you sir