Curtain cut safety is not provided

cvlengineerr

New Member
DIFFERENT LEVELS-CURTAIN CUTTING SECURITY Hello friends, I have a project consisting of 2b+1b+z and 6 floors. Curtain cut safety is not provided on my P05 and P06 curtains on floor 1B, but I couldn't fix it no matter what I did. Also, I have a few floors on the 1B floor, 70 cm below the elevation of that floor, I think that the beams with large cross-sections are connected to the P05 and P06 curtains, how can I fix it, I am waiting for your help.
 
Hello friends, I have a project consisting of 2b+1b+z and 6 floors. Curtain cut safety is not provided on my P05 and P06 curtains on floor 1B, but I couldn't fix it no matter what I did. Also, I have a few floors on the 1B floor, 70 cm below the elevation of that floor, I think that the beams with large cross-sections are connected to the P05 and P06 curtains, how can I fix it, I am waiting for your help. .net/files/?utm_source=671cb1g8vgj6&utm_medium=&utm_content=en]https://www.transfernow.net/files/?utm_ ... content=en[/url]
 
Re: URGENT--CURTAIN CUTTING SECURITY I did not look at the project. If you think it is caused by low flooring, try the rigid diaphragm creation option in the flooring settings, you can find out if the problem is caused by there.
 
Re: URGENT--CURTAIN CUTTING SAFETY
"muhammetboztoprak":1zb4ms62" said:
I didn't look at the project. If you think it's caused by low flooring, try the option of creating a rigid diaphragm in the flooring settings, you can find out if the problem is caused there.
thank you, it was caused by that fixed it
 
Yes, it's a good app. If the slabs do not form a diaphragm at the same level in their planes, as here and the structure does not necessarily have to be solved semi-rigidly, you can naturally solve it as a rigid diaphragm. So it is a correct application. If you are going to solve it as semi-rigid, if you choose low slab and tick the diaphragm generation option, the problem will be solved again. This action means: do not consider this low floor with other floors on the floor.
 
Hi The problem with low flooring is fixed in this version. You should not say creating a rigid diaphragm in any flooring. It should be preferred if there is a special situation that will not affect the behavior of the building. Unver ÖZCAN
 
I just said to create a rigid diaphragm on my DB117 floor because my PB102 screen does not save the shear force at all. And 742 tf comes out too much DB115 I added the screen shot at 3.7 elevation.
 
"cvlengineerr":35eyjiw4" said:
I just said don't create a rigid diaphragm on my DB117 tiling because my PB102 screen doesn't save shear force at all. And 742 tf comes out too much DB115 I added the screenshot at 3.7 level
Hello, Ver is low in version 10.17 There could be a jump in curtain shear force on systems with flooring. This problem was fixed in Ver 10.20. You can download Ver 10.20 from the link below.
You do not have permission to view link Log in or register now.
 
I had another question, in a building with a hollow floor system, the right and left sides are adjacent, so there are basement curtains on those sides, should I choose these curtains as basement curtains or as basement curtains? If I choose it as basement curtain, it is included in the system, but how accurate is it because it does not continue to the upper floors? please correct me if i am wrong, thanks in advance
 
"cvlengineerr":20komsfj" said:
I had another question, in a building with a hollow floor system, the right and left sides are adjacent, so there are basement curtains on those sides, should I choose these curtains as basement curtains or as basement? If I choose it as a curtain wall, it is included in the system, but how true is it because it does not continue to the upper floors? Please correct me if I am wrong, thanks in advance
-Curtains are included in the analysis model under all circumstances. If it is the curtain, the option "Basic/non-continuous curtain on all floors" is selected (When this option is checked, the relevant curtain is not included in the effective shear area in alfam calculation and B1 irregularity control.) It would be appropriate to mark as "Basic Floor Perimeter Curtain" option in the Shear Settings/Reinforcement/Reinforcement Design Options tab. is. In the connection design of the intersecting curtains with each other, the connection is made according to the static condition of the curtains. In system curtains, horizontal body reinforcements are extended into each other and connected to each other, while basement perimeter curtains are connected to these system curtains with anchors. You can change how this curtain is equipped with body reinforcement from the reinforcement design options. Automatically, the curtains that continue on the upper floors are classified as system curtains. Curtains that remain below the rigid floor height and do not continue on the upper floors are classified as basement perimeter curtains. In cases that do not comply with these classifications, the user can change how the body reinforcements of the selected curtain are equipped with this option.
 
Back
Top