I guess stresses were calculated wrongly. Or, did I miss something? It should be like that: Stress = E x (strain - strain due to temperature change) Stress does not equal to Young Modulus times total strain. Strain due to the temperature change should be subtracted.
sir,elemental stress calculation part is wrong.once calculate ,values are placed right but u have made mistake in calculator. once check and update. R2=67640 SIGMA 1 ,2 3
sir i had a problem of nodal temperature loads which is solved in ansys but the thing is answers which i obtained from your solving method is not similar to software one...will u please let me know why is it?
1) Derivation of the transformation matrix for the element axis coordinates to any angle of orientation of the element? 2) What is numerical integration and Gaussian quadrature in fea? 3) Write the transformation matrix of a line element rotated at angle tita in ACW? 4) Explain geometric isotropy. 5) Determine the equivalent load vector of the beam element subjected to a transverse element? Sir I need answers for this questions please help me
A bar of 30 cm lengih is shown in Fig. 1, Find the end reactions for the har and displacement a the point of application of load using direct siffness method of FEM.ans please
Thanks a lot of sir.................👍👍@.
Thank you,...
@@MaheshGadwantikar
Sir give links of more problems in stepped bar
Please find it in the playlist, All units are is arranged orderly
Thanks sir, this category of numerical is not solved in any other RUclips video , thanks a lot..
Thank You
Absolute Genius 👍
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Hatsoff to you sirr
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Thq alot sir nd make sure we will support u ❤️❤️❤️ and also can u post videos by solving previous question paper of JNTUA 🙏🙏
Definitely, Please send me a question papers to my What sapp number 9 8 8 5 9 4 3 6 5 1
Thank you alot sir and make sure we will support you 💜and also can u post videos by solving previous question paper of ktu
Kindly send the paper I will try to solve
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m a h e s h m g 533 @ g m a I l . c o m
sir @12:55, shouldn't it be F4 = F(03) - R4 ??
I guess stresses were calculated wrongly. Or, did I miss something? It should be like that:
Stress = E x (strain - strain due to temperature change)
Stress does not equal to Young Modulus times total strain. Strain due to the temperature change should be subtracted.
Yes i think you are right
sir,elemental stress calculation part is wrong.once calculate ,values are placed right but u have made mistake in calculator. once check and update.
R2=67640
SIGMA 1 ,2 3
sir i had a problem of nodal temperature loads which is solved in ansys but the thing is answers which i obtained from your solving method is not similar to software one...will u please let me know why is it?
I am not getting your question.
sir has given wrong temp. load signs
Are mahesh kya baat hai
Bolo saab
1) Derivation of the transformation matrix for the element axis coordinates to any angle of orientation of the element?
2) What is numerical integration and Gaussian quadrature in fea?
3) Write the transformation matrix of a line element rotated at angle tita in ACW?
4) Explain geometric isotropy.
5) Determine the equivalent load vector of the beam element subjected to a transverse element? Sir I need answers for this questions please help me
A bar of 30 cm lengih is shown in Fig. 1, Find the end reactions for the har and displacement a the point of application of load using direct siffness method of FEM.ans please
Indian English is so hard to understand at times. The video is quite informative though!
Thank you for understanding and adjusting
Thank you sir
Thank you too
@10:50 Should F2/P2 not be -56000N?
I will let you know..
Stresses not calculated using FE Method but instead used SOM
How to buy 200 pages
Sir global stiffnes matrix is not visible
Separate video is available on global stiffness matrix, Please watch
Wrong values for stresses. Please check.
Yes bro
Formula taken wrong
No proper explenation for this problem..... @ nodal force
Book m alag diya h ans ye method toh h he nae usme
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Thank you 💕
Exam over yesterday very critical questions sir
Okay.. How was the exam?
@@MaheshGadwantikar so badly sir your refer the sums not given
Ok