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Hello Drawoh,Thanks for your advice, yes of course i will get adivices from our senior Engineer later. I have to do some pre-study how to approach this problem and have to explain him when he comes back from holiday :-). I am still follwing the German standard DIN 22261-2 as specified by the...

Hello, I am involved in a structural analysis of a tripper-car of a conveyer system. Primarily the struytural stability of this system to be checked during installation and operation conditions. Since i have no experiance in this kind of application, i would like to get your suggestion and ideas...

Hello, I am involved in a structural analysis of a tripper-car of a conveyer system. Primarily the struytural stability of this system during in installation and operation conditions. Since i have no experiance in this kind of application, i would like to get your suggestion and ideas to give me...

Thank you.. I got some points..your answers made me some more readings..

Dear RobertHale, Thank you very much for your response. Your answers and words from your experience cleared me most of my doubts. Actually I had the feeling too that we do not need to bother about this gravitational acceleration "g". This is also in the FEM program already included. I would like...

Dear Experts, I am pretty new to this structural engineering world, and now only i am facing real-world problems. I really need your helps and advises from your long term design experiences. I am involved in a structural design of steel structure is build in the USA. I just now involved in...

Thank you very much Mr Locock, your idea already helped me to calculate analitically.. i got almost similar value for my first mode frequency..from FEM and equation.. Thank you Mr Pike.. it seems really more helpful for my future work too.. thanks for the link.. you guys really helping people...

Hello everyone, I am very new to this forum. I am involved in a dynamic stuctural anylisis project. A chimney stucture made of 4m diameter steel cylinder (thich t =10mm)and around 200m tall. Structure is supported in 3 locations around 50m spans. Should i have to consider wind load to calculate...