A cantilever beam AB,2m long carries a u.d.l of 1.5kN/m over a length of 1.6m from the free end.Draw shear force and bending moment diagrams for the beam
Sir mene jab SF left to right nikala applying ( upward force +ve and downward force -ve ) mera SF answer mein SF value thoda sa change hogaya except SF (Right to Left) but mera SF digram sehi aya. Sir mera SF value wrong hai kya ?
No dear it's not wrong.. it's right.. if you start SF calculation from right side of beam then downward ⬇️ load will be positive (+ve) & upward ⬆️ load will be negative (-ve) and if you calculate SF from left side of beam then upward ⬆️ load is positive (+ve) & downward ⬇️ load is negative (-ve). Here in above example I started SF calculation from right side of beam therefore downward ⬇️ load is taken as positive(+ve).
No dear it's not wrong.. BMD and SFD both calculations are right.. Please watch video carefully and also check the sign conversation which I explained in above video..
❤ thank you so much sir.... really supab sir
Thank you❤❤❤❤ sir it help me a lot
Bhai yrr super ❤❤❤❤
Nice sir
Welcome before exam 😂
Kal hi hai😂
Bhai kal exam hai or kucha nahi hua yar 😵💫 lag gaye
😂😂
Why u don't calculate reaction at support
Because cantilevered beam doesn’t have reaction at support
@@olahuuber7023 cantilever beam does have reaction at support where it one end fixed it doesn't have reaction at support on free end
@@olahuuber7023 u have to correct your concept first learn how many beams are and how many support it has
Bahot aacha hai bhai
A lot of thanks 🌹
Nice Sirji❤
very helpful
A cantilever beam AB,2m long carries a u.d.l of 1.5kN/m over a length of 1.6m from the free end.Draw shear force and bending moment diagrams for the beam
Thnq bhai❤
Wow❤️🔥
Someone explain fully without jumping to solving
TQ ♥️
Sir mene jab SF left to right nikala applying ( upward force +ve and downward force -ve ) mera SF answer mein SF value thoda sa change hogaya except SF (Right to Left) but mera SF digram sehi aya.
Sir mera SF value wrong hai kya ?
Are bhai .. uper se aane wala load - m hoga na.. to 0+(-10×2) = -20 hoga .. SFc per
No dear it's not wrong.. it's right..
if you start SF calculation from right side of beam then downward ⬇️ load will be positive (+ve) & upward ⬆️ load will be negative (-ve) and if you calculate SF from left side of beam then upward ⬆️ load is positive (+ve) & downward ⬇️ load is negative (-ve).
Here in above example I started SF calculation from right side of beam therefore downward ⬇️ load is taken as positive(+ve).
Tnx 😊
👍👍👍👍
Bhai kine master ka watermark hata dete to jyada achha reheta
Kyoo gand mey Dard dey Raha hai kya 😮😮
Thank you sir
Sir sound quality is poor
Tq
What did you teach i don’t even understand….Too confusing what you saying 😩
Exam ke ek din pehle dekhoge toh yesa hi hoga
👍🏻👍🏻
BMD calculation is wrong
Are bhai iska SFD hi wrong h ..
SFc per dekh .. upper se aane wala load - m hota h .. 0+(-10×2) = -20 ye hoga .
No dear it's not wrong..
BMD and SFD both calculations are right..
Please watch video carefully and also check the sign conversation which I explained in above video..
Questions paper dya s
Very low voice