hollow floor emergency

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I am writing again because there is no answer to my other topic. Dear forum users, my question is what should be the criteria for making hollow floor slabs in a project. So is it necessary to use curtain columns in both directions. Also, when we make a geometry control after creating hollow bar slabs, we get the error that the beam directions of some slabs are not suitable, depending on this. If we continue without correcting according to the program, we will get the wrong result. In my opinion, the beam gear direction, which will be appropriate in terms of continuity, is determined incorrectly by the program. In the old versions, this warning was not available, then, is the hollow floor slabs we solved wrong, thank you in advance for your attention. It is valid for all the settings I want to add. When we first open or install the program, I want to learn the healthiest values that should be the criteria such as all the settings installed in it, floor space, hollow tooth starting range, etc., best regards, take it easy to everyone.

 

[saridurmus]

If it is a low-rise project, curtains are not required (not mandatory). But if it's multi-storey, you should do it. Put it according to the proportions in the directing at that time. The curtain saves you. I simply told you that in the frame system of the beams, it is normally necessary to be vertical, but in the hollow block, we make it obligatory. You need to put a curtain so that the system can relax.

 

[Recep Ünlü]

I'm solving a hollow block for the first time, is there a system error you see, and my floor safety is negative, what could be the main reason for this, thank you very much for your help.

 

[Recep Ünlü]

While determining the hollow slab loads, how exactly should we define the dead and live load, is it necessary to affect the filling materials made on the hollow slab load, thank you in advance.

 

[HakanŞahin]

While determining the hollow slab loads, how exactly should we define the dead and live load, should the filling materials also affect the hollow slab load, thank you in advance.

Hello Concrete can handle large loads other than its own weight. (veneer, brick etc all)

 

[HakanŞahin]

This is the first time I'm solving a hollow block, do you see a system error? My floor is not safe, what could be the main reason for this? Soil safety stress is not provided even under loads. TDY allows to increase the ground safety value by 50% in earthquake conditions for soil groups A, B, C. If this is valid, it will be sufficient to slightly increase the raft area from the upper right corner. Otherwise, more space is needed In the attached project, the ground safety tension was provided, but I increased the area towards the outside of the building.As I do not know your parcel situation, you can evaluate whether it can be done.