Hello,
Could anyone post ses (txt) file where creep and shrinkage are computed.
Or maybe someone has any information, how to model presstresed concrete in COSMOS.
Thank you!
Maybe i deleted it, because i can't find it.
I tried to do the same with MidasCivil program, but results were also wrong. So i found out that buckling is correct if there is only one element without spring or other construction.
I tried to use one, two or threee node elements. But all results were wrong..
Interesting, because if i calculate a column, which top is not fixed, results are the same in CosmosM and MidasCivil but if the top is fixed, results are wrong.
and other picture, where the spring and column is shown.http://files.engineering.com/getfile.aspx?folder=13943755-cb3a-4df2-b412-dc99cf1adc4e&file=spring_1.JPG
The situations is, that i have to find out, how much does other column helps (lenght is L1 in the picture) for others columns buckling (lenght is L).
There is a situation shouwn in a picture 2, where are two columns connected with a horizontal element in the top. It would be the same, if i...
Hello,
Could anyone help me? How should i use spring element in COSMOS M program?
The situation is that i need to do buckling analyse and i have a colums, which's top is fixed.
Stifness is 10500 kN/m.
Thank you!
It would be great if You could answer some qestions about STAAD.Pro:
1. Does STAAD.Pro take into account geometrical and material non-linearities in prestressed concrete calculations?
2. Does STAAD.Pro compute short-term (elastic shortening, friction,anchorage draw-in) and long-term...
