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Turkish Hello, I have concerns about the column dimensions in the project I added. I would like to get your ideas about the column sizes, I ask for your help. Good work... (Some floors were deleted because the project size exceeded 4mb. The project CONSISTS OF B+Z+ASMA+7+ ELEVATOR TOWER. BASEMENT FLOOR AROUND IS DESIGNED WITH CURTAIN WALL)
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Column Dimensions
- Thread starter sevinca
- Start date
What is your concern about column sizes? There seems to be no problem in your column system, but if the deformation of the entire system is as I see it. Apart from that, when the staircase model is made, you know that you have to solve it semi-rigid and control the support conditions. The console from the beam is inconvenient, at least you can provide the continuity by throwing the column beam.
Thank you for your interest. Since it is the first project, I am worried that the column dimensions are insufficient, maybe it is an unfounded concern, but I think it is due to lack of experience. I wanted to get your suggestions. Does the semi-rigid system have any disadvantages compared to the tam-rigid system? I couldn't make the Support settings while defining the stairs, is it because I didn't choose the semi-rigid option? You are right, it would be healthier to define a column at the console point, but I cannot define it because of the architecture. I wish you good work.
"sevinca":1d257v74" said:Thank you for your interest. Since it is the first project, I am worried that the column dimensions are insufficient, maybe it is an unfounded concern, but I wanted to get your suggestions because of my lack of experience. Is there a disadvantage in the semi-rigid system compared to the tam-rigid system? I couldn't make the settings, was it because I didn't choose the semi-rigid option?You're right, it would be healthier to define a column at the console point, but I can't define it because of the architecture. I wish you good work. In the system, its contribution to the system is added by taking into account the deformations of the slabs. Determining the stair support conditions is not a situation arising from the analysis option. However, when you specify the support conditions with the semi-rigid option, the systems are solved together. As I said, it is useful to correct the console case.
Reinforced Concrete/Column/Capacity diagram"sevinca":1n8ugoj0" said:What are your suggestions about the bearing capacity of columns and walls in general? For example, from which section of the reinforced concrete column tab I can learn the capacity of a column to carry horizontal and high loads.