Degree of Kinematic Indeterminacy | Lecture 10 | Structural Analysis

[@skh6586]

First time i clearly understand Kinematic indeterminacy, and its formula that how to come. Thanks sir. You have put lots of efforts for us.

[@jaskaransingh2548]

AMIT SIR IS BEST.....🔥🔥🔥PLEASE TEACH EVERY SUBJECT OF CIVIL ENGINEERING......UR BESTTT

[@juniorWeb247]

thanks so much sir for clearing my concept in structure indeterminacy, I follow ur whole lectures and I have cleared my whole concept. thank u so much sir for ur I hope u and ur team upload more lectures related to civil in the future.

[@Rahulkumar-jj6jb]

Gajab ka concept hai sir , jitna badhiya apne explain kiya hai shayad hi koi karega .....🙏🙏🙏

[@piyushkumarsingh9832]

It's not the wrong formula at 1:24:00 Degree of freedom of internal hinge is 4 . So when we choose it as a internal hinge we have to add 4 But when we consider it as a joint it has released moment theta1and theta2 so 3 for joint and one for extra released moment and both will give same values

[@pesmobiletech7960]

rehne de bhai

[@mayureshghule6652]

A big big thanks to Amit sir..you are absolutely outstanding♥️

[@nitin_dixit]

God bless you sir...you have a very good method of teaching the concepts..:)

[@mohdmanzoor9741]

The way you teach is simply amazing 👌🏻👌🏻👌🏻

[@Arun-ki1yy]

Best teacher of Structural analysis 🙏🙏

[@kunaljagdale3096]

please upload the next lecture of this, KInematic indeterminacy. the topic will be complete and will be proud that I learnt online, which was not even possible in offline classes of other coaching institutes, Thank You Gate Academy!!

[@rajshekharjha5281]

Thanks sir You are one of the best teacher not only because you teach well but for your patience and simplicity.

[@priyakanaujiya6027]

Your lectues are not at all Boring So Thank You Sir For a happy learning experience 🙂😌

[@Er.shashwatMishra]

fantastic sir maza aa gaya , college me aise padhaya hota to baat hi kich alag hoti

[@sanjaykumar-hd4sm]

sir you r really a awsom teacher...... clear cut concepts....

[@tusharkadam671]

Thanks sir.....i understand SA like never before

[@saravanakumarr.m.6427]

sir yur teaching superb.........really i understood all yur explanations.

[@sabinshrestha2237]

Thank you sir, you really made it very easy to understand.

[@ahmadaliansari7416]

Sir ap ne 3j-re kung use nahi kai ap na fram vala cas ma (ap ne inextansible use kia frame questions ma)

[@anurudhkumar7107]

Awasome lecture..... A lot of thanks sirji....

[@spartan-yw2fi]

This tutor is just love

[@PANKAJKUMAR-ob4hr]

Sir AAP ka es lecture bahut achha hai , thanks so much sir to helps us and I am very enjoy your each lectures 😄

[@ratulsinha4988]

online pankaj tutorial. tum kya padate ho ?

[@uzmajan647]

No words outstanding❤

[@radheshyamrkp3506]

Kya padate h sir .thanks sir .achhe se samjh aa gaya .

[@KishanKumar-og4ym]

Truly God For me, Thankyousomuch Sir

[@vishaljaiswal1440]

sir you are the god of the structural anylisis🙏🙏

[@murtajurrahman794]

Best video ever i seen

[@ContaminatedWorld]

Thank you so much sir even though I don't understand a single word of hindi I got the concept

[@kakarera7453]

sir, kya truss or frames same nahi he ??

[@chneitinlhingmate1323]

Sir you're a legend 😇

[@draggyj24]

Is it for btech also?

[@MukeshYadav-ky4xr]

Gajab padate to guruji thanks

[@harinarayan2205]

Bahut badiya

[@santoshgurjar3309]

Mindblowing!!

[@abhisekgarain6378]

Sir your lecture is very best. I am happy for your lecture .pls complete this stractur part. I am fully depend on your lecture for structure.👍 👍 👍

[@prabhakarmishra3167]

Please upload next lecture sir, it is very helpful.

[@behchet1217]

good explanation, but at space frames i think some problem occurs. first of all hinge's unrestraint DOF's is important. for example if hinge's unrestraint DOF is 1 then we add (6-1)x2 DOF's to your formula. we times by 2 because of left and right side of the hinge. and we don't suppose hinges like joints. if the hinge is at the corner then that corner is not a joint. in this case your formula is Dk=6 j - restraint support reactions - m + 2(6-hinge's unrestraint DOF's) note that hinge's not count as joints. imaybe i am wrong bu i want to note this. thanks again your good explanation.

[@behchet1217]

sorry i made a mistake. Dk=6 j - restraint support reactions - m + (hinge's unrestraint DOF's x 2) and number of hinges adds to number of joints

[@shubhamsaini8298]

Fantastic lecture sir. Please upload next module sir

[@govindbodkhe224]

Excellent sir

[@AjeetKumar-hy7cq]

wow sir very nice

[@sumitsarangi2621]

Nice, Very helpful

[@surendramandal3840]

Sir great explanation sir

[@dhireankumarsunar630]

Thank You So much sir...LOVE YOU

[@a.k.1561]

please add complete playlist

[@shubhamsahoo8147]

Sir I have a doubt... Kinematic Indeterminacy mein hamein No. of members and Released Reaction ke values compulsorily "0" daalna hai ?

[@punyatoyasahoo666]

Thanks a lot sir

[@gilitato697]

Great sir.. Thanks

[@AmitKumar-zn6ll]

concept clear

[@akanshjain5834]

Sir u are great

[@bikramkarkee6944]

tqq alot sir making this video

[@nizamqureshi8113]

Portal frame with sway ko bhi samjhaye sir

[@civilengineerssubjectdoubt4615]

Thank you so much sir!!

[@akanshjain5834]

East ho ya West Amit sir is best

[@saptarshi10]

Sir agar axial force sirf release horaha hein toh released reaction = 1 hoga toh. 1:16:55

[@civilengineeringguruji7455]

Thanku so much Sir Very nice explanation sir 👍👌 Highly thankful sir

[@kj_stark]

Sir, please upload the next lecture. So that Dk for frames with loading can be anyalsed. You are the reason today I'm confident about static and kinectic indeterminacy. Thanks GATE Academy.

[@satishkumar-ff4df]

Sir steel structure ka video upload kigiye na

[@vikramsingla13]

Nice sir ji

[@praveensinha556]

Quick revision for steel sir please

[@sarfarajansari2051]

Thanks

[@akanshjain5834]

Jinhone h unlike Kiya h. I think they are jealous from u sir

[@karnan99]

Thanks sir

[@payelkalyani]

1st tym full clr.

[@think6039]

Hariom

[@Priyanshukumar-zw9lh]

sir steel aur SA ka quick revision bna dijiye plzz,,,,,

[@akshayraut5301]

Haan sir please structure analysis ka quick revision bna digiye.... Please sir

[@maneshkumarsinha3994]

Sir , u r the Best

[@nidhimathur855]

Thanku sir

[@dhruvpandey9741]

Thanks sir , I'm waiting for next lecture of structure analysis , please complete sylby.

[@Rahulkumar-jj6jb]

Sir ,apna name pls mention kare

[@uzmajan647]

❤❤❤

[@nitin_dixit]

At 1:24:00 dear sir trolled everyone - "apki kat gyi...when you applied wrong formula "😂

[@piyushkumarsingh9832]

It's not the wrong formula Degree of freedom of internal hinge is 4 . So when we choose it as a internal hinge we have to add 4 But when we consider it as a joint it has released moment theta1and theta2 so 3 for joint and one for extra released moment.

[@arshadmuhammad9615]

Sir plz quick revision of structural analysis

[@priteshpatel8468]

👌👌👌👌👌

[@kc5881]

If degree of freedom means deformation then how can there be deformation in rigid structure???

[@vishalpandey8082]

Please upload next lecture

[@prashanjitdhali]

Poor sound quality

[@darmudasir6913]

Sir plz continue next lectures

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[@sarthakgupta7702]

sir please upload the next video

[@monalisakujur9000]

Excellent sir

[@navishri6117]

u r great sir

[@pratikshingrakhiya9709]

Thank you sir

[@ashishbhargava707]

Thankyou sir

[@parthgor171]

Quick revision for steel sir please

[@uzmajan647]

❤❤❤❤❤❤

[@priyanka8197]

Thank you sir

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Thank you sir

[@GSK255]

Thanks sir