Wow fantastic Please show how Eccentricity ie E is converted to kN/m^2 or N/mm^2. Explain how slope and deflection for simply supported beam of different UDLs can be calculated using macaulay's method. Explain cantilever beam with udl at free end and point load at the middle. Thank you 😊 💓
A simply supported beam AB of span 4m is carring a triangular load varying from 0 to A to 5KN/m at B. Determine the maximum deflection of the beam. Take rigidity(flexunal rigidity) of the beam as 1.25*1 d² N. mm².
1 (b) A cantilever of 4 m span and 400 mm depth carried a uniformly distributed load of 5kN / m . Find the value of the concentrated load w acting at the free end so that the maximum deflection does not exceed 10 mm anywhere in the cantilever. Also find the maximum slope due to both these loads. [E=200GN/m^ 2 ; I = 20000 * 10 ^ 4 * m * m ^ 4 .) 10 solve this for me sir
(X-1) x udl is the force and for moment its force x distance ,here for udl its assumed to be acting at the centre of it's distance so moment udlx(x-1)*(x-1)/2
Excellent explanation
Your way of explaining is very good sir🙏
Katai tagado samjh aayo hai🙏👍👍👍
Love you 😊 sir ji from jharkhand
Wow fantastic
Please show how Eccentricity ie E is converted to kN/m^2 or N/mm^2.
Explain how slope and deflection for simply supported beam of different UDLs can be calculated using macaulay's method.
Explain cantilever beam with udl at free end and point load at the middle.
Thank you 😊 💓
Well teaching process sir....please keep up it continue sir....
You should watch this also
th-cam.com/video/dKIy6cH15eQ/w-d-xo.html
Thanks sir aapko dil se shukriya 🙏🙏🙏❤️❤️❤️❤️
Sir aap bahut achha padhate ho thanks
Very very very nice video sir jee
Wonderful explanation 🙌🙌🙌🙌
Namaste 🙏. Can u plz add English subtitles. Ur explanations are very good
Mast padha te ho sir 1-1point clear ❤
A simply supported beam AB of span 4m is carring a triangular load varying from 0 to A to 5KN/m at B. Determine the maximum deflection of the beam. Take rigidity(flexunal rigidity) of the beam as 1.25*1 d² N. mm².
Perfect explanation sir
This was really helpful thank you so much
Thanku so much sir 🥰🥰
good teaching sir
Excellent sir
Thank you so much sir......
Nicely explained sir👍🏻 do upload videos based on udl problems with several load conditions in deflection
Thanku so much sir jii
Perfect
Super 👍
Good explanation on this topic sir
Very nice sir
Very good
Thanks u sir 😘😘😘
Other lecture kaha pai mila gai. Ie conjugate method. Etc
I think deflection unit in mm
App link not working
sir if the udl is given in the middle part of the cantilever beam so where do we take the section for Mxx?
1 (b) A cantilever of 4 m span and 400 mm depth carried a uniformly distributed load of 5kN / m . Find the value of the concentrated load w acting at the free end so that the maximum deflection does not exceed 10 mm anywhere in the cantilever. Also find the maximum slope due to both these loads. [E=200GN/m^ 2 ; I = 20000 * 10 ^ 4 * m * m ^ 4 .) 10 solve this for me sir
👌
cool
App link
determine the slope and deflection at point c on the beam below (figure 2). 5 kn 4m 4m a c b figure 2
You should watch this also
th-cam.com/video/dKIy6cH15eQ/w-d-xo.html
Tq sir
Are integration eq. me to -mx aata he sir
When you put value of x is 0 in equation 5 check again
Right
Sir tumhi RCC and estimating and costing che lecture youtuber chalu Kara
This video is shoots in 0.25x speed 😅
Sir simpley supposed beam solutions. Please send sir
Sr AGR reaction find out krne bole to
thanks
Bro... Where are you from...???
You should watch this also
th-cam.com/video/dKIy6cH15eQ/w-d-xo.html
@@RekhaKumari-wk7xy exams are over.will contact u after the results if possible for sure... nd m sure I am going to pass this time...😂
Your teaching is very nice but it would be better if u avoid Hindi and completely take in English cause not evryone knows Hindi
You should watch this also
th-cam.com/video/dKIy6cH15eQ/w-d-xo.html
Please you teach well I don't understand the language
Dekho na😅 Shah _Rukh_Khan_voice coming 😀😁😂
(x-1)*(x-1)/2 kaise kiya?
(X-1) x udl is the force and for moment its force x distance ,here for udl its assumed to be acting at the centre of it's distance so moment udlx(x-1)*(x-1)/2
But kya explain kiya hai yaar wahh....😢
Thik h na
Unit conversion sheekho pahle uske baad padana 🙏🙏
Last line of answer is wrong
Please try your possible best to speak the English language more than your native one 🤦🏿♂️🤦🏿♂️🤦🏿♂️ I don’t understand anything 🤦🏿♂️🤦🏿♂️
dekh to raha hu sir kitni bar bolo ge
Dekho n 😅
Dekho na 😂
English sir.
Use English
use english
Thanku so much sir jii