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Melone.you have missed some thing..here is something from my question "And you know that your boss is stupid arrogant creature who only see that no one opposes him any time for reason whatsoever.." You can drag you horse to water,, but it is him who should drink that.. Never play with pigs in...

Till now I am silent procastinator, because stakes were low But as suggested, if situation demands action. it will be taken.. And what sms and Kenat suggest seems gud path of action Never play with pigs in mud:- After some time you will find, they are enjoying and you are dirty

Yeah some of the people (very few in percentage does a change like that) Even in my grad i took design ..did thesis on Noise and took my first job as thermal engineer in Automobile ,,shifted to FEA group in automobile and then in service sector which handled off highway trucks and industrial...

Exactly the way most of us put it.. You know mechanical engineers always find a optima... Yes..every post here is useful.... Even randomness can be defined..remember guassian distribution... I thank everone for their views... As if now I feel mechanical engineers or civil chemical or those...

I would wish my kid to be an engineer I know that it can be wierd enough for him to chose career in rafting or painting or anything.. But a typical art commerce or social job does not involve charm.. I mean you can see a 60 year old engineer also finding new things to learn from his job..his...

melone Boss should not be misinformed everytime... It is right as well as duty to be informed... It is the same stupid Ego sms what you say is correct..it is tactical... And in any case it depends what is liability.. If it is human..definitely stand against it... If it some big financial loss...

Even log file contains it You can write out CDB file (an ascii command file) CDWRITE

You know there is difference between stakeholder and employee..even though employee is a subset of stakeholder.. I mean to say even though I work for boss..me and my boss both work for company.. Or it can be put like this My boss's ego (my profit){he is happy with me} OR my company's profit (my...

Kenat, Most expected answer... But we face this typical scenario every now or then... You know earth is fool's paradise as well... We can not keep changing jobs

Do you not think ..it is end of subject engineering The jobs are highly defined nowadays. I mean a particular job is generally amalgam of all various disciplines of engineering each having separate weightage. I mean lets say..Robotics Engineer will read some of Mech,,a bit of electrical and some...

A situation: A meeting where your boss is telling some bull**** before prospective client, which you know that if client discovers later, may result in end of contract and opportunity. That means a loss to company. And you know that your boss is stupid arrogant creature who only see that no one...

BY this you assume that Your plastic data was incorrect

Hi Option C is better just depends what is his interest If he just want to transmit force, don't want to see how joint behaves. don't want to see shear and joint stresses your option might be good. But still better would be contact with bonded, it don't have meshing hours and effort more...

Couple all nodes to a single node in centre and give rotational velocity there. It should do easily... Dev

This depends on what is accurate I mean if you think that Youngs Modulus is accurately measured Keep E=206000e6 and modify your first yield point by 206000e6 x 0.0029 = 597.4 which is much more than the value you have fed..i.e 320.7 I have strong feeling your plastic data is wrong or say...

There should not be any such relation Just check material's plastic properties once again. By the the way what is the error message for divergence Dev

Hi, Problem is not stated properly Anything to do with DCOUP3D Dev

Hi, What is this loc 1, I assume that it is one of the nodes which is constraint Anyhow resultant is always root mean square value Does this happens for sum of all constraint nodes I mean let us sum RF1 for all nodes..similarly RF2 RF3 and RF.magnitude That sum of RF Magnitude should be root...

Go to Results----------->Option------>Computation--->Averaging UNCHECK the "Average Element Output at Nodes" This way you can get unaveraged result There you have various other options Deva

Shell thickness visualization is not possible in CAE..but you can take it to some other software may be Hyperworks for visualizing..that too I am not sure Only thing is you can view stresses on both top layer bottom layer and mid section