No words to express my gratitude to you. I am BE holder, I know SF and BM but the concept understood today with your diagramitically explanation. Any one can understand Sir. You are my Boss ever.
👍👍👍 Now this is how you explain SFD & BMD concept👍👍👍 Best video on SFD & BMD so far. Sir, it is kindly requested to make one on Fixed and Continuous Beam also. And also for SLOPE & DEFLECTION. Thank You.
When in sf ..why sf right at A taken RA Why left zero ..how to understand that whats happening there Why that point A,B,C taken left and right and why ..how to understand? Someone plz teach am beginner at preparation
@@serhatakturk3486BM in other ways is the area under the SF sections. In short the area under AC was miscalculated. Take 6kn as height and 1.5m as length for first part...
No words to express my gratitude to you. I am BE holder, I know SF and BM but the concept understood today with your diagramitically explanation. Any one can understand Sir. You are my Boss ever.
All the best
Agreed 👍
👍👍👍 Now this is how you explain SFD & BMD concept👍👍👍
Best video on SFD & BMD so far.
Sir, it is kindly requested to make one on Fixed and Continuous Beam also. And also for SLOPE & DEFLECTION.
Thank You.
After searching so many videos.. finally a gem.. 💎💎💎💎💎
couldn't be any clearer that !! thank you sir
Ur presentation is different level sir my thnxs is not enough for ur hardwork want to give u standing salute ....☺️😌👌
Thank you so much 🙂
Thank u sir... i have exam.. today's morning ..🎉🎉🎉
Hello and thank you for your amazing hard work.
Hv got the best explanation ❤❤❤
thank you so much da paluppaan
Beautifully explained.. Keep it up 👍
great lecture
Thank you, sir.
You are great bro❤❤
Thank you so much bro
Thanks very very much 🙏
Thanks for the video
33:21 needs more explanation of calculatig the x from the similar triangles
Good explanation sir
You are welcome😊
Thank you so much 😊🎉
You’re welcome 😊
So nice sir
Tanks sir ❤❤
Best video
I cant explain my gratitude for this video🥹
Thank you so much 🙂
THANK YOU VERY MUCH SIR
Could you please explain the 2nd e.g. how you got Ra=5.6 and Rb=6.4? Thank you so much; this video is very helpful.
ekre t rahal nu jarurat nu ho .. e raja ji
gracias
How to calculate Rb =5.86 kN 27:35
Thank you for this I he an exam in an hour😂
All the Best
👍👍💯
At 34.25..for distance from point of action of force..why is it 3.57/2?
21:10 😑
❤
When in sf ..why sf right at A taken RA
Why left zero ..how to understand that whats happening there
Why that point A,B,C taken left and right and why ..how to understand? Someone plz teach am beginner at preparation
since the maximum load is in the middle, isnt one side of the triangle 8/2=4? why bother using the similar triangle formula?
😅😅😅😅
BMD is wrong of example 2
What's wrong with that ?
@@serhatakturk3486BM in other ways is the area under the SF sections. In short the area under AC was miscalculated. Take 6kn as height and 1.5m as length for first part...
Nothing wrong everything correct except last he said hogging bit thwy will be sagging
Thanks very very much 🙏
❤