Stapling security cannot be ensured

N

Nurhan

New Member
Have a nice day. I have a project with B+6 floors. Since all its facades are adjacent, I had to solve the outer edges as rafter rafts. I am getting Staple error on some Basement floor columns of my project and I couldn't solve it. Again in the basement, I am getting a shear safety error in the beam. I will be grateful if you could help me.
 
"Nurhan":f9t6wi4i" said:
Good afternoon. I have a project with B+6 floors. Since all its facades are adjacent, I had to solve the outer edges as raft rafters. I am getting a Stapling error in some basement floor columns of my project and I could not solve it. Again in the basement I am also getting a shear safety error in beam. I would be very grateful if you could help.
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Thank you so much. I uploaded my project, did it reach you from here? If not, I can upload it to a site and give a link.
 
Situations determined in terms of data entry in your project; -Your basic data entry is definitely wrong. In the program, the borders of the raft foundations should be created with the slab edge. If it is desired to define a rafter raft foundation, all of the vertical carrier elements should be connected to each other with continuous foundations, and raft slabs should be placed in the cells formed between them. - A beam piece remained under the C008 column in the attic. (It can be seen from the geometry control.) - S051 and S043 floors on the ground floor are designed as single cantilever ribs. It may be more accurate to form the boundaries of these floors with beams. - There are rib beams working as cantilevers on the floor numbered S047 on the pipe floor. -If you want the concrete calculations of your beams with angle difference between them to be made continuously, you can change the viewing directions with the command "Change/Object edit/Beam/Foundation/Beam/Foundation Determine Direction". In the "Reinforced concrete/Parameters/General reinforced concrete parameters" dialog, you can enter a suitable value in the line "Always accept beams with small angle difference". I suggest you review your project, taking into account the findings.
 
Thanks a lot, I will implement your advice Always accept small beams with small angle difference - according to what value will I enter the line? Or whatever value I enter will be more accurate. I also found the command to change the beam direction, but I could not understand how to apply it. It would be nice if there was a tutorial video on the subject.
 
"Nurhan":3lo8b99f" said:
Accept small beams with the angle difference in between - according to what value should I enter. Or what value should I enter.
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You can base the angles between the angled beams in your project. Maximum 30 degrees
"Nurhan":3lo8b99f" said:
I also found the command to change the beam direction, but I could not understand how to apply it. It would be nice if there was a tutorial video on the subject.
Click to expand...
After activating the command, click on the first end and the second end of the beam you want to change the direction of in the plan window, respectively. End the command with the middle mouse button. For example; You can refer to the image below to change the direction of the beam numbered K320.
 
columns do not provide stapling security
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Stapling security is not provided in various columns and I am getting shear safety error on k420 beam on the ground floor, how can I fix it? can you help me?
 
"hatice.mert":2ibfaf3i" said:
http://www.dosyasite.com/7efv7qr9q8lr.html Stapling security is not provided on various columns and I am getting shear safety error on k420 beam on the ground floor, how can I fix it?
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Ms. Hatice, I took a look at your project. I would like to say a few things. 1- I recommend you to solve a fully rigid diaphragm. 2- Increase the thickness of the foundation by 5 cm. 3- Apply the load reduction factor 4- Review the upper rigid basement floor number. 5- Attic flooring and review the beam loads (you can reduce it) 6- Enter a new reinforced concrete calculation axis on the D417 slab, slide the existing one (from where it presses on the curtain)
 
"NYILMAZ":15oeuk7y" said:
"hatice.mert":15oeuk7y" said:
http://www.dosyasletme.com/7efv7qr9q8lr.html Stapling safety is not provided on various columns and I am getting shear safety error on k420 beam on ground floor, Can you help me how can I fix it?
Click to expand...
Ms. Hatice, I took a look at your project. I would like to say a few things. 1- I suggest you to solve a fully rigid diaphragm. 2- Increase the foundation thickness by 5 cm. 3- Apply the load reduction factor 4- Review the upper rigid basement floor number. 5- Review the attic floor and beam loads. (you can reduce it) 6- Enter a new reinforced concrete axis on the D417 slab, shift the existing one (from where it hits the curtain)
Click to expand...
thank you very much for your attention, but I still can't save the k420 beam shear, how can I fix it?
 
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