Concept of Shear Force and Bending Moment Diagram - Strength of Materials [Solved Problems]

[@SDManohar]

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.

[@ifinfotech]

All the best

[@bikashdas7647]

Agreed 👍

[@shawnfrost3180]

👍👍👍 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.

[@everardochavez6111]

Hello and thank you for your amazing hard work.

[@indiansrk9997]

After searching so many videos.. finally a gem.. 💎💎💎💎💎

[@haregka7430]

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.

[@warriorsofAllah]

Ur presentation is different level sir my thnxs is not enough for ur hardwork want to give u standing salute ....☺️😌👌

[@ifinfotech]

Thank you so much 🙂

[@qween.bia_]

33:21 needs more explanation of calculatig the x from the similar triangles

[@Sabeerhitman]

Thank u sir... i have exam.. today's morning ..🎉🎉🎉

[@cadguy-g9q]

couldn't be any clearer that !! thank you sir

[@chandaniyadav6021]

great lecture

[@limbu55]

Beautifully explained.. Keep it up 👍

[@oloitemmanuel8236]

Hv got the best explanation ❤❤❤

[@m3editx591]

Good explanation sir

[@ifinfotech]

You are welcome😊

[@prathishrav469]

thank you so much da paluppaan

[@Divinesview-h7o]

Thanks very very much 🙏

[@HooiAmo]

Thanks for the video

[@Angrymahendra]

Tanks sir ❤❤

[@CE-Life]

So nice sir

[@sarveshpadaruth7876]

At 34.25..for distance from point of action of force..why is it 3.57/2?

[@Kakarotgaming8706]

You are great bro❤❤

[@ifinfotech]

Thank you so much bro

[@mr_incredible.x]

Thank you so much 😊🎉

[@ifinfotech]

You’re welcome 😊

[@ijlala3799]

gracias

[@anurag5825]

THANK YOU VERY MUCH SIR

[@RanvirRaj-sx2hc]

ekre t rahal nu jarurat nu ho .. e raja ji

[@lakshmipraba5456]

Best video

[@olivia_chen]

since the maximum load is in the middle, isnt one side of the triangle 8/2=4? why bother using the similar triangle formula?

[@SunilPingale-s6x]

How to calculate Rb =5.86 kN 27:35

[@marigeolli]

Thank you for this I he an exam in an hour😂

[@ifinfotech]

All the Best

[@er.asifreyan]

👍👍💯

[@salifusayibu627]

❤

[@josephff6893]

21:10 😑

[@rajulal3106]

😅😅😅😅

[@aayubsiddiqui3948]

BMD is wrong of example 2

[@serhatakturk3486]

What's wrong with that ?

[@iam_nebbsart]

​@@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...

[@abhijitpradhan5525]

Nothing wrong everything correct except last he said hogging bit thwy will be sagging

[@Duh_3298]

I cant explain my gratitude for this video🥹

[@ifinfotech]

Thank you so much 🙂

[@Divinesview-h7o]

Thanks very very much 🙏

[@ATTAMEHSUD-h9q]

❤