It gives a stapling error on some columns

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kasky

New Member
it gives a stapling error in some columns, increasing the thickness and width was not the solution, and the reinforcement of the TK74 foundation is moving towards the bottom of the tk75 foundation, how can I solve the problem
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Re: stapling Hello, -The stapling warning is caused by the balcony tiles defined on the ground floor. Since beams are not attached to these columns, punching control is also performed on these columns by the program. Creating balcony slabs with beams instead of slab edges solves the problem. - Your system is a continuous foundation defined in a cascade system 7 axis, and it is not connected to the columns on the left and right of this axis. Here, it would be more appropriate to make a beamless raft foundation and superstructure interactive solution as the foundation system. -There are perimeter curtains on the ground floor. In this case, the upper rigid floor number should be zero.
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Good work
 
Re: stapling Additional information: There is no flooring on the ground floor, except for the balcony flooring. There is no complete rigid diaphragm formation here. I think it would be more appropriate to enter the ground floor and the first floor as a single floor.
 
Re: stapling yes, when we thought of the ground and 1st floor as a single floor, some exaggerated results were obtained on the curtains. The polygon columns with balconies were entered as curtains and the thickness should be at least 37 cm. Since they won't do it, I changed it to a polygon column, and since the entire basement floor will be filled, I chose this foundation type instead of a wrinkle-free raft, but I think the columns on the 7 axis do not carry the foundation load, how can we solve the system like that?
 
Re: stapling You can solve it with a ribless raft as in the example I sent in the link. Or you should define a continuous basis under each column and panel.
 
Re: stapling I wonder what is the logic of superstructure interactive solving, if anyone knows, I would be very grateful
 
Re: stapling
"besayn":3vvq7smq" said:
I wonder what the logic of superstructure interactive solving is, if anyone knows, I would be very pleased if anyone could explain
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Superstructure interactive solution in the superstructure calculation of rotations and displacements that occur basically When solving the building system, both the foundation and the superstructure are included in the calculation together. The solution is made as a whole. When the superstructure is solved without interaction, the foundation column connections are defined as recessed. The foundation and superstructure are solved separately.
 
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