Problem 5 Analyze Continues Beam By Force Method / Flexibility Method & Draw SFD BMD

Analyse Continues Beam By Force Method & Draw SFD BMD / Analyze Continues Beam By Flexibility Method [ HINDI ] Structural analysis - 2
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[@mayankanand1494]

Sir you are one of the best teacher regarding civil engineering. Your videos helped me clearing so many concepts. Sir you deserve big number of audience , so i suggest you to please upgrade your setup like gate academy, or some more professional representations. Thank you sir

[@user-en5ol4uz3t]

You are doing great work .. your explanation and simplicity are truly wonderful.

[@Prayamclassesmath]

And thanks for ur precious guidance and excellent concept teaching

[@ajmirkhanmojlish2311]

Wonderful explanation..thanks

[@shrutirathour8660]

Very well explained...

[@tufealahmed30]

Sir yoy style of teaching and concept is very wounderful..... Thnx sir for helping to all students of civil engineers ....... Sir one things i want to say that in this question of flexibility Q.no. 5 SFD digrame me value 20.48 aa raha hai.....

[@lavanyavlavanya6509]

good way of explaining, sir

[@Coloursss27]

thank you so much sir

[@haip473]

bro could u please give me suggestions, how to solve a beam with UDL over certain span length. EDIT: THANKYOU FOR YOUR HELP

[@danishraja5252]

thank you so much sir .....

[@deepakleelwan6787]

Sir if unit load interchange than value are different??

[@vinoddubey8022]

Tysm Sir...

[@mahadevaprasadm7086]

Thankyou 🙏👍🔥

[@sarojkhanal152]

Is there any video for frame and bmd having udl?

[@Prayamclassesmath]

Sir is this necessary to keep the fixed support fixed or I can make it hing please reply

[@mayankanand1494]

thank you sir

[@shaanchutoori]

if we have 2 middle supports?

[@thegodfather287]

i follow the exact same procedure on my calc while solving that p1,p2 claculation but i dont get this ans plz reply.

[@huzaifazafar5310]

You could make a mistake in the matrix solver in your calculator

[@riyashirsath7497]

Sir agar point load ki jagah UDL hai to kaisa aayga plz tell me sir

[@shambhavishevade3744]

For converting the structure from indeterminate to determinate, instead of removing the hinge support can we remove the fix support?

[@huzaifazafar5310]

Yes sure. But there would also be unit moment redundant in the m1 or m2 diagram

[@AbhishekSharma-lu5ef]

Last me 30KN BMD ke liye formula WL/8 use nai lenge?

[@arpanaakarte5508]

In BMD due to loading at 30load formula will be WL/4 since it has symmetrical loading...And it is 12 not 15.

[@kapilbasnet7254]

In flexibility matrix there is no EI!! confused

[@civilengineeringsolution9261]

3 reaction on fixed support.

[@revanth7088]

Values doesn't match with the text book if we follow this method .the values in the text book and this method are inappropriate.

[@anjienabam5158]

Why skipping fixed support, what if both side has fixed support

[@GyanforUpsc]

Sir udl me answer nhi aarha hai

[@vyadhfaiz2926]

Jb Beam me UDL hota hai to ans different aa rha hai but point load ka sahi aa rha hai UDL WALE ME PROBLEMS KYU AA RHE HAI BHAI #MUSTRPLY

[@GaneshShegar]

No Bro it should give right ans check calculation. (-Wx²/2) To convert it into Point load If you r Using Techmax Don't Blindly Trust Techmax it sometime has Calculation mistakes. Check the ans in Software or any Good author Book

[@vyadhfaiz2926]

@@GaneshShegar okk

[@nishathtabassuma3676]

Apne laste me inverse matrix nahi sirf matrix kiya hai

[@sayedaltamashqadri5060]

Wht if there is. Udl throughtout what will be the equation plz help

[@GaneshShegar]

If UDL is Throughout the Beam.. Take It Between Every point. Consider UDL Separately on Every Span eg. ABCD Beam Having 20kn UDL While Calculating Separate The UDL AB-20kn BC-20Kn CD-20kn

[@srujananagasamudram7297]

Nice explanation sir

[@hamebest6298]

English please

[@civilengineeringsolution9261]

3 reaction on fixed support.

[@akshatachavan7449]

Thank you sir