Hi!
Usualy we use monogram for determing value of K,wich will be multiplied with columns lenght. l=k x lo.
For non-sway frames maximum teoretical value is k=1,00, but for sway frame its k=infinite!
Anyway I found that people are always talking about k,max=2 for sway frames. Even so, this value...
Hello!
Im a total beginner in this field, but Im looking in direction of writing something on my own.
Can you recommend an good book to FEM modeling, matrix structural analysis, even maybe how to start writing your own program.
Thank you in advance
Hi!
I have a question on this subject.
When calulating this problem by hand, you divide flat slab into 2 strips, one is the column strip and the second is the middle strip.
When calculating negative moments at the "edge column" we had a limitating moment trasfer to column that was expressed as...
I calculated the structure using Cross method. I compared it to computer results and they where fine!
I know all the joint moments, transfersal/axial forces, reactions...but I dont know how to find maximal span momants.
I have also determined the position of the max span moment using transfersal...
Helo all! :-)
Im new here so be gentle:-)
Please look at the picture
For calculating bending moments diagrams of beams in an 2d frame simplification like this one is used.
This way you get higher moments over the support and in the mid spam since your sistem is not framed.
My question is how...
