Dynamic Analysis in FEM | evaluation of Eigen values & Eigen vectors for a stepped bar| FEA

[@ManjunathManju-er8xd]

Sir Stiffness matrix gor bar element was wrong

[@gouthamkumardevarakonda9996]

Calculate nodal displacements n support reactions for truss n bar elements its useful n helpful for all jntu students ......

[@JabirMvengara]

whats Eigen value and Eigen vector represent in actual life?

[@yasserhamed6930]

the local matrix is wrong

[@gunaguddu3565]

There are few mistakes in the formulae explained. Kindly, check them.

[@saikumarsketches1775]

Please solve full problem I have checked your playlist

[@MaheshGadwantikar]

Ok

[@VinodKumar-jk7mx]

Sir for portal frame ?

[@MaheshGadwantikar]

It's a CST element

[@VinodKumar-jk7mx]

Sir whether we can use truss mass matrix for portral frame?

[@MaheshGadwantikar]

No

[@ajak5994]

Delete this Video because of mistake in formula ,so that others wont do mistake by seeing this video.

[@gouthamkumardevarakonda9996]

Node shapes in that probleam n explain no of pribleams

[@MaheshGadwantikar]

Ok sure

[@darshanke3174]

Solve full problems

[@MaheshGadwantikar]

Visit Playlist for full problem

[@ChintuKumar-ob3tm]

Too many ads

[@ajcoverroasting8953]

jo phali bar dek raha h uske liye pura solve kar dete

[@MaheshGadwantikar]

Sorry i didn't get U.

[@maligelihussain7975]

If your not interested to do complete don't make videos.