larger displacement of an element during analysis

Hi RamGanesh,

Please check whether the unit system is consistent or not, in your model. this could be one of the reason.

next, is check if there are any free nodes. Go to Tool>> Edges>> Prvw Equivalence. if you find any free nodes, please equivalence in the same panel.

Dear Sir,

i dont understand this statement 'check whether the unit system is consistent or not, in your model''

In my model the units are in KG,N,MM & S and there is also no free nodes or edges in my model

kindly explain

Thanks

Ramganesh

Hi Ram,

Can you share the model, please?

Hello,

your units are not consistent !! You have to use t, N,mm and s. But maybe it's not the solution for your problem.

Regards,

Mario

I think there's problem with his mesh. Please check elements (quality, connectivity,...) and free node.

Dear Prakash Sir,

I have checked the model for free edges and corrected the model .now i got the results but still there is some problem in modal analysis

Thanks

Ramganesh

Hi RamGanesh,

I did not see any huge displacement as seen in the pictures you shared.

Please see the attached image which shows displacement results for the same load case which you referred to: 

<?xml version="1.0" encoding="UTF-8"?>

Dear Sir,

I have got the displacement results correctly after correcting the free edges,but still i have problem in modal analysis of that modal which i had send?

Kindly provide guidelines 

Thanks & Regards

Ramganesh

Hi RamGanesh,

So what is the issue?

I think you have given a frequency range of interest and you get the same in your results.

instead, give number of modes of interest (remove V1 and V2 and give only ND) in EIGRL card.