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Well explainedThanksStress 1=150mpaStress 2 = 50mpaStress 3= 100mpaThanks so much
when this video explained it better than my prof ever did throughout the entire semester
this is nice video for basic learner but stress2 valu 50N/mm2 and stress3 valu 100N/mm2 its ok manage able thank you for good explanation
thank you sir, very clear and concise explanation 👍but the last two stresses values are 50 MPa and 100.262 MPa
i missed the lecture and i again learned it completely here, great teaching.
Stress 2 - 50Stress 3 - 99.9 (or) 100
stress 3 = 100.267
How
Same with me
Yes stress2 is 50MpaAnd stress 3 is 100Mpa
Love your work, great teaching.Thanks!!!
You are the best compared to our professor
Good approach to learners for ID problem..
Very nice explanation! Thank you mate:👍
A coordinate is called simple natural coordinate if the values are between -1 and 1. That's why may be [B] matrix value is [-1 1].
In stress calculation, how [B]= 1/L [-1 1] is coming? Basically how the row vector [-1 1] is coming? Kindly clarify.
Sir from where this formula is derived?(E/L1)[-1 1]{d3 d4}
Nice explanation bro, Thank you❣️
Oho...kuchuuu
Greatly Explained. Thank You!
Great!! Understood very well
what we will do when we ask to consider two elements for each bar
thank uu!! ure so helpful
Well explained..concept is appreciable thank u
ruclips.net/video/UHRoz2nioSU/видео.html
Great 👍 workThank you sir
Area 1 equals area 2 must be 100 mm square right since we have divided that body in 2 elements? I'm confused here.
It's cross-sectional area , not surface area
@@bhanukatakamsetti7105 I c. Thanks mate.
31:10 correct ans is sigma 2 = 50N/mm sir
Thanks so much continue🇮🇶🌸🌸
Clear Explanation sir Thank uh ❤️🙏
clearly explaied .. thank u
Tqqq so much sirrr 🎉🎉🎉🎉
which book you are reffering nice work
stress 2 =50 MpA and stress 3 =100.26MPA
Nice explanation. Thanks
Very well explained.Thank you.
Osm explanation broo u rock ittt
Thank you sir
Thank you. God bless
Can you explain Sigma 2 calculation cause I am getting 50 N/mm²
Super explanation sir
Thank you sir... ❤
well explained
Well done!
Great video, thanks
it's great. thanks a lot👍
Excellent sir
Bro can you do tutorial with FEM 2D Problem??
Yes I will do it shortly
Thanks 👍
thank u ,this was helpful
Thanks a lot Sir.
Thank you so much :)
in my problem i got 2*2 and 2*1 .. then how to use calci ?
Excellent 👍👍👍
Good sir 👍
EQN mode is not showing in my calculator
pretty epic video
thank u sir
Bro which university you belong?
Thanks bhai
thanks engr
Nice content
Helpful tutorial
Good one👍🏻
sir calsi me ans 10 raise ti 3 aa raha he
Great explained ✨👍🏻
sir can u post softcopy of those papers
What is that D stands for
d stands for displacement
nice
bro u did calculation mistake while calculating stress in element 2 & 3
😃
How can i find displacement of nodes without calculator
Where is 4×d1 value
Nice explanation 👍
But can u solve the answer also in calculator so that it will be easy U r stress 2 and 3 answer is wrong bro .....
yeah bro, I was struck there for half an hour
Sir L1L2=200sir
Very, very, bad English, not possible to understand...
Your pronounsation not clear
Very slow
Very correct explanation 👍
in order to change the 1/L in matrix form it was multiplied by identity matrix to accommodate the calculation in matrix form, basically [-1 1] is identity matrix.
Thanks sir.
Thanks 😊
Well explained
Thanks
Stress 1=150mpa
Stress 2 = 50mpa
Stress 3= 100mpa
Thanks so much
when this video explained it better than my prof ever did throughout the entire semester
this is nice video for basic learner but stress2 valu 50N/mm2 and stress3 valu 100N/mm2 its ok manage able thank you for good explanation
thank you sir, very clear and concise explanation 👍
but the last two stresses values are 50 MPa and 100.262 MPa
i missed the lecture and i again learned it completely here, great teaching.
Stress 2 - 50
Stress 3 - 99.9 (or) 100
stress 3 = 100.267
How
Same with me
Yes stress2 is 50Mpa
And stress 3 is 100Mpa
Love your work, great teaching.Thanks!!!
You are the best compared to our professor
Good approach to learners for ID problem..
Very nice explanation! Thank you mate:👍
A coordinate is called simple natural coordinate if the values are between -1 and 1. That's why may be [B] matrix value is [-1 1].
In stress calculation, how [B]= 1/L [-1 1] is coming? Basically how the row vector [-1 1] is coming? Kindly clarify.
Sir from where this formula is derived?
(E/L1)[-1 1]{d3 d4}
Nice explanation bro, Thank you❣️
Oho...kuchuuu
Greatly Explained. Thank You!
Great!! Understood very well
what we will do when we ask to consider two elements for each bar
thank uu!! ure so helpful
Well explained..concept is appreciable thank u
ruclips.net/video/UHRoz2nioSU/видео.html
Great 👍 work
Thank you sir
Area 1 equals area 2 must be 100 mm square right since we have divided that body in 2 elements? I'm confused here.
It's cross-sectional area , not surface area
@@bhanukatakamsetti7105 I c. Thanks mate.
31:10 correct ans is sigma 2 = 50N/mm sir
Thanks so much continue🇮🇶🌸🌸
Clear Explanation sir Thank uh ❤️🙏
clearly explaied .. thank u
Tqqq so much sirrr 🎉🎉🎉🎉
which book you are reffering nice work
stress 2 =50 MpA and stress 3 =100.26MPA
Nice explanation. Thanks
Very well explained.
Thank you.
Osm explanation broo u rock ittt
Thank you sir
Thank you. God bless
Can you explain Sigma 2 calculation cause I am getting 50 N/mm²
Super explanation sir
Thank you sir... ❤
well explained
Well done!
Great video, thanks
it's great. thanks a lot👍
Excellent sir
Bro can you do tutorial with FEM 2D Problem??
Yes I will do it shortly
Thanks 👍
thank u ,this was helpful
Thanks a lot Sir.
Thank you so much :)
in my problem i got 2*2 and 2*1 .. then how to use calci ?
ruclips.net/video/UHRoz2nioSU/видео.html
Excellent 👍👍👍
Good sir 👍
EQN mode is not showing in my calculator
pretty epic video
thank u sir
Bro which university you belong?
Thanks bhai
thanks engr
Nice content
Helpful tutorial
Good one👍🏻
sir calsi me ans 10 raise ti 3 aa raha he
Great explained ✨👍🏻
sir can u post softcopy of those papers
What is that D stands for
d stands for displacement
nice
bro u did calculation mistake while calculating stress in element 2 & 3
😃
How can i find displacement of nodes without calculator
Where is 4×d1 value
Nice explanation 👍
But can u solve the answer also in calculator so that it will be easy
U r stress 2 and 3 answer is wrong bro .....
yeah bro, I was struck there for half an hour
Sir L1L2=200sir
Very, very, bad English, not possible to understand...
Your pronounsation not clear
Very slow
Very correct explanation 👍
In stress calculation, how [B]= 1/L [-1 1] is coming? Basically how the row vector [-1 1] is coming? Kindly clarify.
in order to change the 1/L in matrix form it was multiplied by identity matrix to accommodate the calculation in matrix form, basically [-1 1] is identity matrix.
Thank you sir
Thanks sir.
Thanks 😊