this example is perfect it has made me to understand more about moment distribution method perfect sir. big up. am looking forward to get more videos from you
Sorry to be so off topic but does any of you know of a method to log back into an instagram account? I was stupid forgot my account password. I appreciate any help you can offer me.
Sir structure me Determinacy ,Arch ,Suspension ,Strain energy method deflection and Reaction find numerical ,trust Tension cofficient ,in sb or Numerical please jld upload kre numerical must
Hello dear, Aap ko arch, tension coefficient Method, Method of joint pe numerical miljaye ga, playlist check karlo aap. Baki topic abhi include nai kiya he abhi but me zaroor karunga include. Stay safe and take care.
Sometimes it happens that the moment at intermediate support vary by 0.01, 0.02 in that case you can arrange it as per your choice. It won't create any problem. But remember that the number before decimal must match on both side of intermediate support.
@@Civillearningonline in my syllabus it is: maximum shear force and bending moment diagrams for wheel load, and absolute maximum bending moment in the case of several wheel loads.
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thanks for this video. GREAT WORK
doing the lord's work
this example is perfect it has made me to understand more about moment distribution method
perfect sir. big up. am looking forward to get more videos from you
Thanks alot dear.
One of the most honest review i have ever got.😍😍
hello kneega
Simply Superb explanation
Moment distribution basics
ruclips.net/video/rI9qaseL1rs/видео.html
Sir solve a problem of a single span with two point load how to draw bmd
Super teaching
Thanks for your precious comment
Thanks so much bro nice explanation 🙂🙂🙂🙃
Welcome bhai
Thank you sir for understanding the concept ❤️
Sorry to be so off topic but does any of you know of a method to log back into an instagram account?
I was stupid forgot my account password. I appreciate any help you can offer me.
@@aviprince4191 bhai mila kya abhi tak?
Your answer in Mcd in step 1 is it correct ?Because when I hit the law, I don't get the same result
Is it for structural analysis 1 or 2 subject because k =4ei/L in sa 1
SA2
Thanks for your help sir 👍👍👍
Beautiful one sir,
Sir want to know more on drawing the driagram.
Simply visit playlist. Yiu will find many examples.
Thankyou ...Amazingly taught
Moment distribution basics
ruclips.net/video/rI9qaseL1rs/видео.html
Adding all final value is correct
Was nice
Hindi me banya kro yrrr achha smjh me aata hai
Ok
Thanks Sir I really learned a lot
Sir what moment values u got for Mb and Mc??
Adding all these final moment values are correct???
Yes
Can you please do for me the same question but with slope deflection method please
Why you haven’t taken 4EI/L instead of 3/4 IL
Asking the same
supports are hinged hence 3EI/L
In addition of all algebraic sum or what?
??
All + or +,-
For this problem could you please solve it in slope deflection method
Yes
@@Civillearningonline when will you do that
In some video.. I value is written as 2i Or 1.5 I.....why it is so?
When it's given in the question we need to take so.
Sir structure me Determinacy ,Arch ,Suspension ,Strain energy method deflection and Reaction find numerical ,trust Tension cofficient ,in sb or Numerical please jld upload kre numerical must
Hello dear,
Aap ko arch, tension coefficient Method,
Method of joint pe numerical miljaye ga, playlist check karlo aap.
Baki topic abhi include nai kiya he abhi but me zaroor karunga include.
Stay safe and take care.
@@Civillearningonline Thanku sir bahut bahut aabhar, jld upload kare
Ok
nice
Do share with your friends
Brother final moment was correct???
Sometimes it happens that the moment at intermediate support vary by 0.01, 0.02 in that case you can arrange it as per your choice. It won't create any problem. But remember that the number before decimal must match on both side of intermediate support.
Hope this video will help you to understand well.
ruclips.net/video/OXLrPodRUF0/видео.html
Thank you so much...
Moment distribution basics
ruclips.net/video/rI9qaseL1rs/видео.html
Why is fixed end moment for dc wab²/l² instead of wa²b/l²
What you are saying is for the fixed end moment at cd. Please recheck.
Mdc = -wab^2/l^2
And Mcd=+wa^2b/l^2.
Please confirm is it wrong or right
I will confirm it bro. Actually I was on a journey and currently i am very tired. Please try to understand.
Final moment isn't matching sum ?🤔
Yes. There is a slight difference. It's durme to round off. You can follow the steps by the way.
@@Civillearningonline Sure thx for replying I still had dought
Very good Content to learn S.A.
Only good for University papers
If you come across distribution moment with many joints how can you approach it
please do one video on moving loads, wheel loads, and trusses pleaseee,,, it would be so helpful, your teaching is very nice,,,,
You mean influence line diagram or some other topic??
@@Civillearningonline in my syllabus it is: maximum shear force and bending moment diagrams for wheel load, and absolute maximum bending moment in the case of several wheel loads.
Yes. That's influence line diagram.
Which language shall i use hindi or English??
@@Civillearningonline its upto your comfort!!! Anything i can understand both good
@@Civillearningonline English
Tq sir
Welcome dear
Step 4.
You just show the diagrams no illustrations of how the digits and marking came from?
If value exceeds the value under normal loading condition take +ve sign if not then take -ve sign.
Plss write properly capital W and small w
Ok
👍
Exam EEE ka he but me SA pdh rh hu