FEM Bar Elements Problems |One Dimensional Bar Elements in Finite Element Analysis| Tapered bar fea

Tapered plate having a thickness.
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Steps :
1.Tapered bar converted into stepped bar.
2. Discreet the model and calculate the displacements
3. Finally calculate the reaction forces.
******Where I brought the book****
You can buy it : amzn.to/2N2rAvZ
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[@shekarnani5882]

Thank you sir. It's much helpful

[@MaheshGadwantikar]

I think it's clearly u can understand about it, See first we divided Elements in two parts, and Load acted at the center, it means for Node 1, F1= W1/2, (F2= W1/2+W2/2+ Load Acted at centre) because F2 is related to both element, For F3= W2/2

[@Shailendra400]

@@MaheshGadwantikar sir how to apply fem on disc brake

[@ommivarahajayakrishna7252]

Frankly speaking, there is no other faculty teaching FEA in CZcams in this manner. And that's the reason these videos are having many views. I request all to also like the video

[@MaheshGadwantikar]

Thank you so much❤❤ lot of love for your support

[@yashmalik8348]

this is on point and exactly what i expect from my college professor

[@MaheshGadwantikar]

Thank You

[@anmarmohammed7935]

The best lecturer ever thank you so much for the explanation keep it up please

[@MaheshGadwantikar]

Ty

[@shubhamshejwal3985]

Sir, In the end , while calculating the Value of U2, You forgot to shift that 14 (14U) on the other side, hence answer was different.
Thank you so much for this video though ♥

[@rajeshsahoo975]

But answer is correct

[@scavenger_max]

it is much much help full but you miss to multiply the gravity by 1000 in order to change to mm

[@kartikfugare8290]

Sir while calculating weight for each element the g is taken as 9.81 m/s^2 but in mm/s^2 it should be 9810

[@malinenivishnuvardhan2319]

1 N = kg.m/s^2 g=9.81 m/s^2 , no need to convert g value should be in m/s^2

[@johnmwajinje1941]

Thank you sir,,the lecture is clear and very informative

[@MaheshGadwantikar]

My pleasure 🥰 Thank you for your words

[@yassineamine2891]

your explanation is amazing

[@MaheshGadwantikar]

Thank you so much

[@roryoreilly6425]

this is excellent and extremely helpful

[@MaheshGadwantikar]

Thank You So Much Rory❤️

[@vishalmaurya3278]

Thank you sir..... This video helped me lot

[@MaheshGadwantikar]

It's my pleasure dear

[@vishalmaurya3278]

I have encountered a question in which same tapered bar is hanged with a spring .... In such questions do we have to make spring as a element?

[@user-kf3rq5ix2c]

Thank you so much Mr

[@BURRAGLLANEERAJ]

what u did at the last sir? i didn't understood the calculations from 30:20

[@user-cs9mi7vd6c]

Very good

[@MaheshGadwantikar]

Thank you 💕

[@simasubhadrashini2600]

Thank you so much sir

[@MaheshGadwantikar]

My pleasure. . Thank You 💕

[@saikrishna8060]

Hats off sir 🙏

[@MaheshGadwantikar]

❤️❤️

[@omkardinde2167]

Thank U So Much Sir.

[@MaheshGadwantikar]

🙏🙏

[@RahulKumar-qx3xr]

Why divided the value of W1 by 2 for P1

[@Piyush-dx1uy]

Global displacement vector Q????

[@berkaykocagil4972]

ı advise that you need to order the videos wirt respect to the their topics. It leads to find easily what students look for.

[@ManjunathManju-er8xd]

sir for f3 we need to consider body forces of f1 and f2 know sir plz clarify my dought

[@raghavsomani2592]

What if load is not applied at centre ?

[@MaheshGadwantikar]

Then the equation for the load factor is different. .

[@mynamemycountry6711]

Sir ,Could u please arrange the videos in order...It is bit confusing which is first and which is last.

[@MaheshGadwantikar]

Okay Dear

[@shivasmart967]

tq sir

[@MaheshGadwantikar]

👍👍❤️❤️

[@genesismalagon5427]

does someone know how do resolve this in ansys? in a 2 dimension?

[@muralikrishna5710]

Sir how to find stresses.. In the elements? Help me out with that!!

[@sw_2421]

Thank you sir
But please arrange the videos in sequence

[@MaheshGadwantikar]

Okay

[@sw_2421]

@@MaheshGadwantikar thankyou sir for considering my request

[@rajujami1320]

Tq sir

[@MaheshGadwantikar]

It's my pleasure raju👍

[@pelangiawan5341]

This one is consider as linear right ? Since the matric is 2×2

[@ermias4153]

thank you
but as a comment, the way u calculate reaction force is not clear but i get it ??

[@Shailendra400]

Sir how to apply FEM on disc brake

[@sachinsangale3093]

If Point load is not at centre then what will do for calculating area at node 2 please help me out

[@MaheshGadwantikar]

For calculating the area of each node or section ,We are not considering the Loads

[@sachinsangale3093]

If the point load is not 150 from fixed end therefore procedure remains same

[@MaheshGadwantikar]

Yes.. Follow the procedure not the values..

[@sachinsangale3093]

Ok thanks for ur kind help

[@MaheshGadwantikar]

All the best for your exam..I think your Vtu student , am I right

[@emmadonovic6054]

thanks for the video - very helpful for my assignment

[@MaheshGadwantikar]

😀

[@karthikanand1000]

Hello sir, I am working as Asst. Prof. at V.B.I.T., Hyderabad, and dealing with this subject. Your videos are very much useful and very informative.
Can you create videos on
"Finite element modeling of two-dimensional stress analysis with constant strain triangles and treatment
of boundary conditions, Estimation of Load Vector, Stresses &
Finite element modeling of Axi-symmetric solids subjected to Axi-symmetric loading with triangular elements.
Two dimensional four noded Isoparametric elements and numerical integration.
This syllabus I am not getting any correct books or notes or video lectures. Can you please create this sir.

[@MaheshGadwantikar]

Okay Definitely. Thank You sir for contacting

[@sekharandharsha]

Lectures order is not proper , if someone knows the lecture order please let me know.
Please keep lectures in order , so it will be useful for everyone.

[@MaheshGadwantikar]

Thank You So Much for your suggestions. We will make into an Module wise

[@sekharandharsha]

@@MaheshGadwantikar thank you , please make it into a module or part kind of pattern.
I am interested to watch your lectures

[@MaheshGadwantikar]

Okay, Please Support the Channel too.

[@sekharandharsha]

@@MaheshGadwantikar sure

[@aimanahmed8237]

Plz pdf link for these lectures..is it free..right ?

[@paoloobero3788]

savior. haha

[@MaheshGadwantikar]

Thank You So Much 🙏🙏

[@dellahisby7510]

Sir for atapered bar model the area is in normal (large base + small base* height /2 ) way you take (large base + small base /2 ) only ?!
And thank you for everything

[@nanialfatih4737]

Can you send me a book finite element exampl

[@BruceWayne-dr9zh]

I wanna know what class of students studies this problem in India!!!

[@MaheshGadwantikar]

Engineering Students

[@BruceWayne-dr9zh]

@@MaheshGadwantikar of which year?

[@MaheshGadwantikar]

4th yeat

[@BruceWayne-dr9zh]

@@MaheshGadwantikar what's the subject?

[@syedtaaha2278]

sir why we are taking average weights i.e W1/2?

[@MaheshGadwantikar]

Because load acts at the mid of the bar.

[@syedtaaha2278]

@@MaheshGadwantikar thank you sir

[@MaheshGadwantikar]

Your welcome

[@hon9509]

sir i think gravity itself act at center so i think it is not require to divide weight ,please clarify it as soon

[@kuldeepkaira5893]

sir, itte adds???? video se jada to adds hi chal gye h ...or samjh me kuch aa ni raha

[@MaheshGadwantikar]

Oh okay.. I will reduce, Thanks for the suggestions