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Dear Francesca;
Thank you for mistake about assigning 20/285 wall load to a column. I changed it. In our model masses are in (N*s^2/mm).
Updated Floor weight is 3116000 (N) 3116000/9810 = and floor mass is 317,6 (N*s2/mm).

Nodal masses are 317,6/22 = 14,4 (N*s2/mm).
In the updated model when we ...

Dear Francesca
Nodal masses are in kg unit. I found it by dividing the floor weight by 9810 (N/mm2).

Hello stko team;
In my study, first we compared the eigenvalue results for the model with rigid joints and model with flexible joints (with moment-rotations).
The units are in N and mm. In the flexible model we defined joint moment-rotations and joint elements with a length of 250 mm (half of the ...

Dear Francesca

I am asking this beam's behaviour. When I say stud beam I mean a beam connected to another beam instead of column. I have 4 of this kind of beams and I think there is mistake at connection.

Thank you for your answer dear Francesca.

I changed model with eleload. I gave up with generic loading. Cause I need to understand the mechanism of joint that is why I pass trough this command for a while. So my other question is that you were pointed the beams connections to beams. When I start ...

Thank you for your answer. I Merged my model and I made some changes. Firstly I have changed locations of some columns and beams. Secondly my slab shapes are became rectangular type. I use 3/4 face commend for all slabs. But when I need to get tcl there is an error shown in picture. Face 0 defined a ...

Thank you for your answer. I tried to do the same thing that you sent me to my existing building but there is a problem about faces. Firstly I created using with Face3/4 command for my rectengular slabs. After that I realise I can't create slab which has more than 4 vertex with this command and I ...

I want to apply the surface load to the floor. But I have just rigid diaphram and master node at the center of diaphram. Lets say 2KN/m2 we have on floors and when I open the condition tab +loads+generic+Surfaceload there are 3 quetions for me
1) one way or two way means that behaviour type of slab ...

Firstly thank you for your answer and your kindness. I would want to know that should I apply the load to a master node or is there any oher option to apply that load ? For instance in Etabs you can draw a slab and you use this slab for loading. But in stko we just create a diaphram and master nodes ...

I am modelling an existing building and I have wondered that How can I apply surface load or area load my floors Instead of applying beam uniform load.