Stapling problem in version 10.20

mustafadisci

New Member
While my tiles, which came out without problems in the 10.17 version, do not give an error, it gives a stapling error in the 10. 20 version, please help. I'm getting an error about the curtain thickness in the object control.
You do not have permission to view link Log in or register now.
 
"mustafadisci":xss5d2os" said:
My tiles that worked fine in version 10.17 did not give an error, but in version 10. 20 it gives a stapling error, please help. I get an error about curtain thickness in the object control.
You do not have permission to view link Log in or register now.
Hi, In the scope of the equipment installation Regulations 2018, Ver 10.20 calculations and reports were made (This was stated in the Ver 10.17 regulation compliance document.) Stapling problems need to be recovered.
 
Understood. However, there is no tile that will cause a stapling problem in the project. I could not find the source of the problem. Could you please check my project. Apart from that, in the object control on the 1st basement floor, he says that the curtain is thinner than the upper floor, although the curtain sizes seem the same, can you help?
 
Hello there; I reviewed your project. P007 Basement perimeter curtain on the 1st and 2nd basement floors is not fully connected to the end of the column. For this reason, a stapling control independent of the column was made. By using the advanced capture command, when you define the ends of the P007 curtains in the 1st and 2nd basement floors to the nodal points in a way that they will meet with the columns, stapling control will not be performed on this floor and your problem will be solved. The finite element widths of curtains and floors are as large as 2 m. Finite element widths should be large enough to give sufficient accuracy, as stated in TBDY. For this reason, if you make these finite element widths at values such as 20,40,50 cm, you can obtain more accurate internal forces in curtains and floors. In this case, the stapling controls at screen P006 will reach the expected values. However, due to the nature of the building, it may not provide stapling control in basement ground floor transitions. For this reason, your stapling problem will be solved when you pass a beam to the gap part of the relevant curtain. Best regards...
 
Hello. My suggestions --1.Remove stiffness ticks on the basement floor in both directions, --1. Do not leave such a large gap in the P007 curtain in the basement. Column S13 has become a short column, Ünver ÖZCAN
 
Hello, In addition to your project; - It is seen that the size of the space opened in the 1st basement floor in curtain P07 does not comply with item 7.6.9. This curtain should be defined by giving an upper elevation of -140 cm, and 60 cm. I recommend entering a beam in height. -Shear settings Static/Reinforced Concrete tab, "Use left and right header transverse reinforcements in Vr calculation" option should not be checked in "Head transverse reinforcement" section. Good work
 
"mustafadisci":16osf2hr" said:
I did what you said but the stapling error on the curtains and the thickness error with object control still persists
You do not have permission to view link Log in or register now.
Hello, The finite element width of the curtains is 50m (500cm), this value must be entered as 50cm, ie 0.5m ., Since the P006 curtain is a transitional floor on the ground floor and the stapling circumference of the floor directly connected to the curtain is very low (in fact, there is almost no staple around), this situation is quite normal. Both the left and right sides of this curtain are empty. Therefore, as I wrote above, beams must come out of the ends of the curtain. This will reduce stress concentrations in that area. It will be more appropriate to insert beams into one or both of the places I have drawn with the red line in the picture below. It will be more appropriate to solve this problem. This will also reduce the accumulated stresses on the floor. will overwhelm. Best regards...
 
Back
Top