Bro ur explanation for any problem is outstanding ever teachers in coaching Institutes don't teach in such a simple Way. Hat's off to u bro. Hope ur channel cross 100k subscribes as fast as possible 🙏🙏.
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.
as we know from the angle of similarity "Y=WX/L" ...so here the applied load is "W" and total length is "L/2" so put in above equation so it will become "2WX/L"
@@UnacademyGATECivil_ES welcome Sir.... Sir You Are Really Awesome , Your way of teaching is totally different and Mind blowing ... thank you so much SIR FOR such a great videos
Sir i have doubt in this solution. .to calculate SF at B point u need to put the full length L in place of x in equation of SF . Then i got another result .
Sir if we find shear force at B using our SF equation i.e pitting l on equation we get -3/4 wl . but u did it other way , why we are getting different answers? Plz explain
You will not tell Why the triangular load is being subtracted , you will not tell how symmetry is taken then what are you willing to tell When you teach someone it is your responsibility to give a glimpse of all the things required to solve the ques even if you have told it in your prior videos Please improve on your ego problem of not telling anything told before by you A teacher has to be humble dude By the time I figure out why you took this how you took that In that time I will watch another video
I'm so sorry for the inconvenience but I'm trying to improve from once a week to twice a week and later will try to improve more! So many new videos are coming so till then keep preparing for your exams :) Best of Luck!! And I promise you I'll improve my video uploading frequency! Thank you so much for your Love and Support!
Tatti explanation Pura Kitab dhek kar dictate kar raha hai.. Similar triangle ko Symmetry bol kr.. Kitab side se dhek kar value bolraha hai.. Aare usse bhetar kitab he dhika deta
Bro please explain how to take similar triangles in this figure
Bro ur explanation for any problem is outstanding ever teachers in coaching Institutes don't teach in such a simple Way. Hat's off to u bro. Hope ur channel cross 100k subscribes as fast as possible 🙏🙏.
Sir ye to bata dete 2wx/L kaha se aaya
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.
But if I go through shear force equation, I get (WL/4) at c point.....??? How its possible?
But if we start calculation from B point(right side) then BM value will come -wl/12 Why? it should come +wl/12 from side A or B.
Pls show some maths probs.Its really confusing without any maths questions
Thank you so much you explained it in the most beautiful way............
Thanks but am not really getting it.
sir, no clarity in your explanation .... why did u make this video! to practice your self or to explain us !!
how to com 2wx/L. not clear
as we know from the angle of similarity "Y=WX/L" ...so here the applied load is "W" and total length is "L/2" so put in above equation so it will become "2WX/L"
Thanks!
@@UnacademyGATECivil_ES welcome Sir....
Sir You Are Really Awesome , Your way of teaching is totally different and Mind blowing ...
thank you so much SIR FOR such a great videos
You're so kind! :)
@Ali Raza
This was really helpful!..
After long time you uploaded sir thankyou
+Civil Engineering Testing Walk :)
bmd at C is not understood please explain
Sir plz make more videos on sfd and BMD
Sir in bending moment length should be measurd from left side.. So from apex it should have to be 2/3l instead of l/3 from right side... Pls explain
Sf at B= WL/4-WL/2( TOTAL LOAD) =-wL4
Chupchap R at B = - wl/4 boldeta sign convention lekar
u didnt tell that how during first area multiply 2wx/L is multiplies as height .....
Need videos on fixed beams for all loading types
What to do when not symmetric
neatly explained..really nice💥
Hr ek point ko explain kigiye qki aap khi khi sort hi bta rhe
i really hope it has an english translation
Sir do this problem with cantilever beam.
Sir please reply.. its argent 😥🙏🙏🙏
If we cut beam at 3L/2 then how way we'll make Sf & bm eqn
.
Sir plz make sfd and BMD videos
Sir 1/3 × L/2 = (L/2)^3 kaise hua ?? Koi aur bhi batana chaye to please explain it ??
Galat likha hai bhai Wl^2/24 direct ayega waha pe
Sir i have doubt in this solution. .to calculate SF at B point u need to put the full length L in place of x in equation of SF . Then i got another result .
I am also getting different value on putting x=L on SF equation
yes me too @rural india,, please explain this dear @civilocity
your lectures are really good sir .
Guide us for GATE 2020 mechanical plsss
Sir how load is anticlockwise..... Ye toh clockwise hoga na
Niceyy explanation 🔥
Sir if we find shear force at B using our SF equation i.e pitting l on equation we get -3/4 wl . but u did it other way , why we are getting different answers? Plz explain
you have to consider other triangle also . So taking complete triangular load into consideration not just equation ,
@@nishantumale8309 yes bro I consider the triangle and then was trying to solve the trapizum.
Thanks bro
SFb explain please
Sir double triangle ka batao jisme centre per zero jota h
Thanks you
Symmetry nahi Similar triangle
iska slope and deflection?
please upload FM subject lect.
Ye video load kyu nhi ho raha
I have one shear force diag I want to send image how
ytcivilocity@gmail.com
Make it Correct ur reaction value
bhai tu rehene de Jo aata tha uss mein comfusion kardiya tere bas ki Bat nahi expain karna
Tysm
Sir🙏🙏
thanks sir...a tutorial with bg music!! what else would u need?
You will not tell Why the triangular load is being subtracted , you will not tell how symmetry is taken then what are you willing to tell
When you teach someone it is your responsibility to give a glimpse of all the things required to solve the ques even if you have told it in your prior videos
Please improve on your ego problem of not telling anything told before by you
A teacher has to be humble dude
By the time I figure out why you took this how you took that
In that time I will watch another video
yawa letse panulay wa koi nasabtans imo gi yawyaw
Sir speed of lectures are so late..
I'm so sorry for the inconvenience but I'm trying to improve from once a week to twice a week and later will try to improve more! So many new videos are coming so till then keep preparing for your exams :) Best of Luck!! And I promise you I'll improve my video uploading frequency! Thank you so much for your Love and Support!
You can also follow the facebook page to know the upload date and topics of the upcoming videos. :)
and also new video coming tomorrow morning!!
X=l kyu nhi kr rhe ho
Hello please explain in English I don't know hindhi please
Not properly explained
Try to explain clearly.
Sure!! :)
Civilocity Thanks.
ur voice is good but explaination nt vry clear
Kuch nhi bate wala bs jo book me hai wo chap dea hai
aap thoda speed kamaiye....student ko pagal karoge kya ....aap sikha rahein or khud practice kar rahe hein?????
Bro poor explanation
English please 🙏🙏🙏
Tatti explanation
Pura Kitab dhek kar dictate kar raha hai..
Similar triangle ko Symmetry bol kr..
Kitab side se dhek kar value bolraha hai.. Aare usse bhetar kitab he dhika deta
Bakwaas lecture Sir aap ka
Sir plz make more videos on sfd and BMD
Sir plz make more videos on sfd and BMD