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Excellent explanation 🔥🔥🔥🔥Please continue sir
22:28 slope at A value is - 0.0014 radU can check sir
Sir your lecture is very excellent...!!
Thank you so much... keep watching
Really vera lvl teaching sir🎉
Sir.... Clearest explanation ever.... Thank you so much for your service... Subscribed your channel🎉... Also will recommend your channel to my friends too... Please continue doing more videos sir....🎉🎉🎉🎉
Thanks and welcome
❤❤
Ipl😊l
Super sir🎉
Awesome sir 👍
Super lecture sir! 🔥
Thank you for your comment.. keep watching..
Sir excellent teaching skill ❤️
Thank you Keep watching...
நன்றி❤
Pls upload daily one video sir😍😍😍
Yes sure...
Wounderfull lecture
Thank you for your comment...
Useful video sir👌💪
Double integration method kum bracket negative la vandha omit pannanuma
Yes🎉
Very nice explanation sir
double intergration method video podunga sir
Sir, try a different bending moment and shear force diagram problem. That one you did before was too easy.
Super sir extraordinary explanation please continue
Thank you so much keep watching
Super sirVera level keep doing sir
Nice explanation sir
Sir could you do this in a example of for cantilever beam
Thank you sir
Sir in finding out the deflection there is not wrote the x value after c1 term
Sir there is a correction at deflection at C. Please check. Thank you
Sir while finding deflection The EQ would be like : EIy=4.796X^2-225.73X (X term will not be included ?)
It should be added i guess ... did you find out ?
very helpful sir...Thank you
Thank you
Very nice 👌 sir
31:16 u made mistake in deflection equation here only sirBefore u wrote correctly sir
Pls yaarachu solluga 3rd sem MOS exam ku entha topics la keppaga entha mathiri sums la important
Kindly cover all the methods sir
Thank you sir much.. definitely do it...
very useful sir❤🔥❤🔥❤🔥❤🔥❤🔥
Thank you.. Keep watching...
Excellent!!
Thank you for your comment .. keep watching
20:32 (20×5^2)
Very nice
sir - why 40 is plus ? thank u sir -amarjit - whether clock wise is + ve ?
Yes
Sir how to find maximum deflection and maximam slope
Important topic send pannunga
Curved beam, principal stress, shear force bending moment, spring, thin cylinder
super
60/2=30
👌👌👌
helical spring video explain pannuga sir
Already explained see the play list in design
❤
Sir i have a doubt on this section
Already posted
Why we take 40(x-3)^0, why 0 here sir?
Anything power zero is equal to 1.. x-3^0 =1 .. so no changes in equation.. we must include because of this is bracket function
So according to you which method is better and quicker?. Reply pls
Area moment method and conjugate beam method...
👍👍
Thank you keep watching
How 40 (x-3)° came?
ruclips.net/video/AYKtlmdMkvs/видео.html
sir som entral enna sir koncham sollunga sir or vilakkam kodunga enga ithu payan padum
Great sir 👌
Thank you...
Excellent explanation 🔥🔥🔥🔥
Please continue sir
22:28 slope at A value is - 0.0014 rad
U can check sir
Sir your lecture is very excellent...!!
Thank you so much... keep watching
Really vera lvl teaching sir🎉
Sir.... Clearest explanation ever.... Thank you so much for your service... Subscribed your channel🎉... Also will recommend your channel to my friends too... Please continue doing more videos sir....🎉🎉🎉🎉
Thanks and welcome
❤❤
Ipl😊l
Super sir🎉
Awesome sir 👍
Super lecture sir! 🔥
Thank you for your comment.. keep watching..
Sir excellent teaching skill ❤️
Thank you Keep watching...
நன்றி❤
Pls upload daily one video sir😍😍😍
Yes sure...
Wounderfull lecture
Thank you for your comment...
Useful video sir👌💪
Double integration method kum bracket negative la vandha omit pannanuma
Yes🎉
Very nice explanation sir
Thanks and welcome
double intergration method video podunga sir
Sir, try a different bending moment and shear force diagram problem. That one you did before was too easy.
Super sir extraordinary explanation please continue
Thank you so much keep watching
Super sir
Vera level keep doing sir
Nice explanation sir
Sir could you do this in a example of for cantilever beam
Thank you sir
Sir in finding out the deflection there is not wrote the x value after c1 term
Sir there is a correction at deflection at C. Please check. Thank you
Sir while finding deflection
The EQ would be like : EIy=4.796X^2-225.73X
(X term will not be included ?)
It should be added i guess ... did you find out ?
very helpful sir...Thank you
Thank you
Very nice 👌 sir
31:16 u made mistake in deflection equation here only sir
Before u wrote correctly sir
Pls yaarachu solluga 3rd sem MOS exam ku entha topics la keppaga entha mathiri sums la important
Kindly cover all the methods sir
Thank you sir much.. definitely do it...
very useful sir❤🔥❤🔥❤🔥❤🔥❤🔥
Thank you.. Keep watching...
Excellent!!
Thank you for your comment .. keep watching
20:32 (20×5^2)
Very nice
Thank you.. Keep watching...
sir - why 40 is plus ? thank u sir -amarjit - whether clock wise is + ve ?
Yes
Sir how to find maximum deflection and maximam slope
Important topic send pannunga
Curved beam, principal stress, shear force bending moment, spring, thin cylinder
super
60/2=30
👌👌👌
helical spring video explain pannuga sir
Already explained see the play list in design
❤
Sir i have a doubt on this section
Already posted
Why we take 40(x-3)^0, why 0 here sir?
Anything power zero is equal to 1.. x-3^0 =1 .. so no changes in equation.. we must include because of this is bracket function
So according to you which method is better and quicker?. Reply pls
Area moment method and conjugate beam method...
👍👍
Thank you keep watching
How 40 (x-3)° came?
ruclips.net/video/AYKtlmdMkvs/видео.html
sir som entral enna sir koncham sollunga sir or vilakkam kodunga enga ithu payan padum
ruclips.net/video/AYKtlmdMkvs/видео.html
Great sir 👌
Thank you...