Plastic Moment Capacity of Some Beams.

[@aw5587]

You help it in much simple way thank you sir

[@builditbetter2114]

Great sir thanks for your tricks.Its helping alot

[@ratan_raj4398]

Better than other video lectures on this topic...

[@engr.charmainegutierrez7054]

Thank you so much for this!

[@mahmudrahman9855]

thank you, very helpful, God bless you

[@farmanmaldar573]

Nice sir👍🏻 Thank you

[@prof.dadapatilcivilenginee9386]

Prof. Nadaf....great explanation.....keep it up.....This would add to the students' knowledge n ultimately to the the productive outcome

[@CivilEnggLectures]

Dada Patil thank you sir.

[@miltonngwa9333]

EXCELLENT EXPLANATION HOPEFULLY TOMORROW I WILL GET A 90 FOR THIS CORSE 💯

[@kuldeepparashar6081]

sir maza aa gaya. please keep it up.

[@alexhermawans]

Thanks so useful on my learning of steel structure behavior

[@OmarOmar-fq2nv]

prof.nadaf thank you we need more lecture for plastic design thanks

[@RahulSharma-oc2qd]

is there a video on Static method for plastic moment too?

[@CivilEnggLectures]

This is the only video I have on plastic analysis.

[@RahulSharma-oc2qd]

@@CivilEnggLectures no way I was just started understanding the topic via your videos. Now I am stuck and I have exam in a week. I am unable to find the topic on internet

[@CivilEnggLectures]

@@RahulSharma-oc2qd static method is quite easy... Find NPTEL videos on it. You will learn. I will share the link of it, today...

[@gameplays731]

Upload for frame method . Sway mechanism in plastic analysis please

[@backyard_clips_v1]

Sir why you have neglected the axial force while calculating static indeterminacy?

[@CivilEnggLectures]

Because there is no horizontal load on beam... No question of developing horizontal or axial reaction.

[@LAXMAN12325]

Sir, Why EWD for point load is Wu × delta where EWD for udl is Wu × 1/2 × delta ×L ?? Is this becz of there is only point load-deformation so that point load × delta And when UDL then the whole area for the triangle Wu× 1/2 × base × height

[@CivilEnggLectures]

Yes.

[@PiyushUpretiJi]

Really knowledgeable.... Good job...

[@laxmantangi0786]

Great explinaion thank you

[@shubhamjoshi9375]

Very easy explaination keep this doing sir

[@CivilEnggLectures]

Thank you

[@deshantdixit1275]

sol. For 2 loads for a fixed beam please?

[@LAXMAN12325]

Sir, is for UDL Wu= 1.5 ×(W kn/m × L m) = 1.5 × WL KN Is it correct sir??

[@krishnarahul2598]

Great video sir. Please make video on matrix method of analysis .

[@vireshtadolge7211]

very nice sir..

[@mdminhaz9018]

sorry sir for trouble you. actually i didn't understand a point. for example: DS= r-2 it is here. now my question why did you take 2 here ? could you explain plz 🙏🙏

[@CivilEnggLectures]

In analysis of Beam, Axial deformations are neglected... So when there is no axial deformation, axial force will also not be taken.

[@mdminhaz9018]

@@CivilEnggLectures thank you sir highly appreciate 🤝

[@SANDEEPYADAV-yp7bj]

Sir aap fixed support k liya bata rahe h aur simply k liye bhi aise hi hota h????

[@CivilEnggLectures]

Simply support mein plastic hinge form hi nahi hota...

[@SANDEEPYADAV-yp7bj]

@@CivilEnggLectures sir dusra channel wala tha o padha rhaa tha

[@CivilEnggLectures]

Simply support beam mein support pe plastic hinge form nahi hota... Ek hi plastic hinge form hota hai woh bhi jaha pe maximum BM hai..

[@manjeetsharma9364]

very good explanation

[@itaizrihan5701]

what is the plastic moment formula for solid cylinder beam?

[@CivilEnggLectures]

You mean plastic moment capacity? If yes, in this video plastic moment capacity is explained in general terms means does not depends on cross section, but depends on type of beam and loading conditions.... If you want a specific formula for cross section then you must know shape factors of the cross section.

[@wpresident1]

Why no horizontal reaction taken?

[@CivilEnggLectures]

Beam is not designed for axial force... It is not predominant force for beam

[@rateitsinhala]

what is the eq for the macimum BM?

[@CivilEnggLectures]

Please specify Questions

[@sharadpandey6072]

Plz do some questions

[@CivilEnggLectures]

Okay

[@jordanm7692]

much better than my lecturers at Coventry

[@CivilEnggLectures]

Thanks a lot

[@jysnsantiago]

Good job

[@praveensrivastava3132]

sir in case of propped cantilever why isn't the equation is ....(Mptheta1+Mp(theta1+theta2) + Mptheta2 ???

[@khushbakhtishtiaq1388]

Internal work is taken where the plastic hinges are formed, since only 2 plastic hinges are formed, thats why the internal work is taken for only these two and not the third one

[@mukeshmahli3886]

thank you sir

[@mohamedyousuf5691]

Why we neglect horizontal force

[@CivilEnggLectures]

Because in beam, horizontal force is not applied. No horizontal force no horizontal reaction.

[@mohamedyousuf5691]

@@CivilEnggLectures Thank you sir

[@utkarshdwivedi3348]

Sir very nice and lucid explanation. Plz cover force and displacement methods too. Please sir. Thank you

[@CivilEnggLectures]

Thank you for appreciation. I have already made it. Go to list of videos in my channel.

[@utkarshdwivedi3348]

@@CivilEnggLectures yes sir. I hv found them. Could submitted assignment just before deadline because of u. Thank u sir, thank u very much😊😊

[@CivilEnggLectures]

You are most welcome 😊

[@john9076]

Sir, can plastic hing form in a cantilever beam ?

[@CivilEnggLectures]

Yes

[@SyedaSakina97]

Sir why are we neglecting horizontal force

[@CivilEnggLectures]

If you take horizontal force then axial forces will be developed in the beam.. Axial force is not predominant force in beam.. BM and sf are predominant forces in the beam.. Hence most of the time axial force or axial deformation for beams are neglected. Hope I answered.

[@SyedaSakina97]

Ty so much sir. 😃your videos are really helping me to learn structures. Keep up with your good work

[@nihal.p3772]

@@CivilEnggLectures r

[@kessjenner8895]

Mao ning indiano mu tudlo sir juncel? Hahahaha taga mega diay ko guys review center

[@CivilEnggLectures]

Means?

[@CivilEnggLectures]

Which language is this?

[@varunmehta933]

Sir what if a point load and udl act simultaneously

[@CivilEnggLectures]

Bending moment diagram will be drawn.. at a point of maximum positive and negative bending moment plastic hinges are formed

[@CivilEnggLectures]

Most probably it can be done by using statical method.. in video kinematics method is used.

[@fazilgulshan7317]

Thanku soo much brother

[@CivilEnggLectures]

Thanks for watching

[@rtandas1]

where is add’l delta 2 in example 3?: iwd=ewd

[@CivilEnggLectures]

I did not get your question..

[@yashshakya129]

How to calc plastic moment in propped cantilever beam

[@CivilEnggLectures]

It has been explained in this Video..Calculation of plastic moment for a Propped cantilever subjected to udl.

[@fahadshaikh3786]

Shape factor ka sum daalo Bhai jaldi plzzz

[@vireshtadolge7211]

bhai..bhavikatti refer kr

[@tehsoonguan9708]

Thanks

[@CivilEnggLectures]

Thanks for watching

[@hiddenblade6314]

Perfect ♥️ . Really useful 👍

[@megataridzsafwan1508]

pls put subs, everyone wanted to understand. thank you

[@learnwithuday1326]

if one end fixed and other end hinged how to calculate plastic moment capacity

[@CivilEnggLectures]

Already covered in this video..

[@akshayilager5960]

Tqsm sir

[@HiteshTomar05]

frame ka bhi plastic moment ki video dalo

[@kirstennewell5091]

For Ds: r-2=2, but then for number of plastic hinges: r+1=3, what's going on?

[@CivilEnggLectures]

Yeah.. plastic hinges are 3.. But I did not get your question

[@kirstennewell5091]

First you say that "r" is Ds, then you say Ds equals r-2... and r seems to be inconsistent: r - 2 = 2, but then r + 1 = 3.

[@CivilEnggLectures]

yeah.. right.. but Madam when i am writing 'r' in Ds, it represent the support reactions.. and when i m writing no. of plastic hinges 'r' represent Statical Indeterminacy.. it is only the matter of same alphabets.. Madam..anyway thank you for highlighting it.

[@kirstennewell5091]

You're welcome. @@CivilEnggLectures

[@just_manu8837]

Thank u sir, it helped me....

[@technicaladda2653]

Good

[@sonny8577]

Sir plzzz Analyse The 2 examples of truss...

[@joshhiralall6411]

amazing thank you so much

[@mdsagarakon3757]

i love u brother.

[@muhammeds5748]

Plastic hinges occurs in zero shear

[@dipikadutta9872]

Nice

[@ucsoni2741]

Example bhi post kijiye please

[@Durgeshkumar-ip1ls]

Thanku Sir

[@mujiburrahmankhan1577]

Can we take wl^2/12

[@muhdhafiz2468]

Goodluck esok final

[@tayebabidi5541]

firoz jan qorbanet

[@kessjenner8895]

Thank you a lot sir :)

[@CivilEnggLectures]

Very much welcome.. which country you belong to

[@moshadab4232]

Bhai ek example bhi solve krdo 14 December ko paper hai please

[@praveensrivastava3132]

Mo Shadab sai kaha Bhai...14 s hai...prso s

[@ABIRAMIRCE-br6wu]

❤

[@ucsoni2741]

Bmd ka example