Beamless Floor Stapling Verification.

[civilization]

Hello Masters, I am asking you for help on a subject. I am working on a detached duplex villa-highland house combination to be used as a summer residence. I wanted to solve it as a beamless plate in order to be easy to manufacture. After doing the analysis, I wanted to make a stapling control, but although there are 9 columns in the structure, I can see the stapling control for 4 columns in the report section. this may be the reason. In addition, I took the stiffness as normal, but I couldn't decide if I made a mistake. note: i am aware of basic mistakes. Calculation investment according to the lowest value in that region since no ground survey has been made. I analyzed in ide7.

 

[yunussacikk]

hello, when you make a beamless plate, there should be no beams on the floor to verify the punching. If there are beams, you must define guse to the columns and enter the thickness as 0 for punching verification. When it is connected to the curtains in at least 2 directions, stapling verification is not performed. Rigidity ticks are marked on the upper floors. In my opinion, it is possible to stay on the safe side by throwing cross beams in the floor thickness due to staples in the columns on the beamless plate.

 

[civilization]

hi, when you make slabs without beams, there should be no beams on the floor for punching verification. If there are beams, you must define guse to the columns and enter 0 for punching verification. I think it is possible to stay on the safe side by throwing cross beams in the floor thickness due to staples in the columns on the beamless slab.

Thank you for your comment. In the slab report, it gives the punching values for 4 columns but does not output any value for the other 4 columns. I wonder about this ediyprum. I'll try it with guse tomorrow. I couldn't remove the cross because of the beam If you are talking about the tape beam, I do it during the drawing phase because the program does not take it into account. Finally, I can't remember where the stiffness ticks are. Thank you.

 

[yunussacikk]

Since you don't have any beams on the basement floor, stapling inspection was carried out except for the columns attached to the curtain from at least two sides. Since there is a beam behind the stairs on the upper floors, no punching verification was made for any column on that floor. When I say cross beam, dense stirrup beams extending around the punching. All floors were selected in the rigid floor option in the analysis settings.

 

[civilization]

Since you don't have any beams on the basement floor, stapling verification was performed except for the columns attached to the curtain from at least two sides. Since there is a beam behind the stairs on the upper floors, no stapling verification was made for any column on that floor. tight stirrup beams stretching out. All floors were selected in the rigid floor option in the analysis settings.

thank you for your help. I'm a little late, sorry. I misremembered, I was saying that all floors were looking at stapling in some of the columns, but now I saw that the program was only looking at stapling in the basement. As you said, I was able to look at punching with the column head by making the thickness zero. As we wrote the number of the rigid floor in ide7 in the analysis settings regarding rigidity, I forgot to write the - at the beginning of the floor number. Thank you for reminding me.

 

[NYILMAZ]

..... I misremembered, I was saying that it was looking at stapling in some of the columns on all floors, but now I checked that the program is only looking at stapling in the basement. ....

Your information is not correct. The program is not beamed It looks at the stapling on each floor in the flooring.You may think that it is logically enough to look at the ground floor as the biggest load, but it is not so. To give another example, if you lay 20 cm on the upper floor and 25 cm on the lower floor, it is obvious that the results will be different. YILMAZ

 

[civilization]

..... I misremembered, I was saying that it was looking at stapling in some of the columns on all floors, but now I saw that the program was only looking at stapling in the basement. ....

This information is not correct. The program looks at the stapling on each floor in beamless flooring. You might think that logically the biggest load is on the ground floor, then it is enough to look there, but it is not. If we already give another example; If you do 20 cm flooring on the upper floor and 25 cm flooring on the lower floor, it is obvious that the results will be different. N. YILMAZ

Ever looks at the stapling on each floor, but there are 3 floors in the project. Basement ground and 1st Floor. There are no beams in the basement floor, but on one side of the stairwell on the ground and 1st floor, the floor comes to a beam of approximately 1 meter. Therefore, the reports do not include stapling information on the ground and 1st floor. I agree with what you said. But I think I misrepresented myself that you misunderstood me. I'm curious about the stapling in all the tiles, but it doesn't show up in the report. I solved this by making a column header and giving this header a thickness. With the support of the friend who helped above.