Analysis of Truss by Castiglianos Method | Structural Analysis | Abhishek Civil Tech

#structuralanalysis #trusses #castiglianostheorem
Analysis of Truss by Castiglianos Method | Structural Analysis | Abhishek Civil Tech
Hello guys welcome to my channel,
In this video I have explained a numerical problem on Analysis of Indeterminate Truss by using Castiglianos Theorem. Please follow the procedure I explained in this video so that it will be easy to understand.
The main criteria in analyzing is that resolving the forces and following appropriate sign conventions.
In the previous video I have explained the procedure of analyzing the truss
If you have not watched that video please do watch that Introduction video. The link is given below.
Introduction to Analysis of Indeterminate Trusses : • Introduction to Analys...
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ALSO CHECK OTHER VIDEOS AND PLAYLISTS IN MY CHANNEL. YOU MIGHT FIND SOME USEFUL CONTENT IN IT.
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[@gnana2003]

Super bro. It is easy for understanding fastly.

[@AbhishekCivilTech]

Thank you so much 🙂

[@JayaPrakash_7]

Bro can u pls explain about how to calculate P1 forces ... I don't know about it , I hope u understand bro

[@AbhishekCivilTech]

Bro It is similar to the calculation of P0-Forces. I have explained calculation of P0-Forces joint by joint. Similarly take each joint separately and resolve them to get P1 forces in individual members. Nothing new in it.

[@kesavayadavalli554]

Good explanation

[@AbhishekCivilTech]

Thanks Bro

[@sainaveen5659]

Bro suuupper🔥

[@AbhishekCivilTech]

Thank You very much

[@rezaahmadi8583]

in the 14th minute of the video plz check once, 25*cos(53.13)=15. U have taken as 20.

[@AbhishekCivilTech]

Yes, You are right. Its 15KN. Thank You for identifying the mistake. But procedure is more important in examination

[@vijayrathnakumarmungara2367]

💥💥

[@AbhishekCivilTech]

Thanks Bro

[@skameenuddin6293]

Thanku bro

[@AbhishekCivilTech]

I think I should say thank you

[@saimanjunath4907]

Sir in video 47.12 in member CF we calculated P forces last column, i think it is -0.5....could you please explain it......?

[@AbhishekCivilTech]

If there are any calculation mistakes, ignore it and follow the procedure. Thanks for Watching

[@anucreationsandanuarts9906]

Brother 1st unit lo e model okati chusukunta Chala jntua r20 tomorrow exam

[@AbhishekCivilTech]

Also learn Unit Load Method. Procedure is almost same as that of Castiglianos Method. Only last one step changes

[@AbhishekCivilTech]

All the best for your Exam

[@anucreationsandanuarts9906]

Ok sir thank u

[@anucreationsandanuarts9906]

Anna small help moment distribution problem lo stiffness.k formula ela thiskovali Anna intermediate support ki

[@AbhishekCivilTech]

If far end is fixed, then K = I/L and If far end is hinged, then K = 0.75*I/L or (3/4)*(I/L)

[@saimanjunath4907]

Sir please explain at horizontal force paf po forces as u said paf=20kn please explain it sir

[@AbhishekCivilTech]

You can follow same process for that member as well

[@sanasatyanarayana7599]

super ra Abhishek good idea👌👌

[@AbhishekCivilTech]

Thank You very much keep supporting for further videos

[@sravyamullapudi6456]

which one should we assume as redundant?

[@AbhishekCivilTech]

You can assume any member as redundant. But mostly choose any inclined member as redundant, then it becomes easy to resolve

[@saimanjunath4907]

Bayya in33.47 please calculate p1forces also one video please Bayya

[@AbhishekCivilTech]

I though of making those calculations as well. But video becomes much lengthy and it may go for 2 parts. So please follow the same procedure that was followed for P0 forces. Thanks for Watching

[@satyasaikona9971]

super sir

[@AbhishekCivilTech]

Thank You

[@lakshmanpradeepgajula2184]

anna eyyy

[@AbhishekCivilTech]

Very happy to see Power Stars reply in my channel

[@rajanasreeramaraju9569]

Hey, for sigma PL/A you have taken value of sigma P1PL/A.

[@AbhishekCivilTech]

While calculating redundant forces, we should consider combined action of P and P1 forces.

[@suryamudadla1433]

Naaa to 500