I will separate the parking part with dilatation

[actombo]

Hello, there is a project with basement + ground + 3 floors. We want to solve the car park in the basement. In this, the car park will be larger than the normal floors. The basement floor will be larger than the normal floors. It has an excess of 9.80 m. I will also separate the car park part with dilatation and separate the foundation from the foundation of the other building. I think the main building foundation is 60 cm raft, the parking part is 30 cm raft and the main building is to be passed to the car park part. The basement floor height of the main building is 3.00 m (0.40 elevation), the basement part to be separated by dilatation is 2.60 (at -20 elevation). Even if there is a transition to each other on the basement floor, the columns are separate, the foundations are different, the floor heights are different, the basic upper levels are the same, in short 1-) It would be better to design this in separate worksheets while designing in ideCad, or would it be better to leave the dilatation and do it on the same worksheet? 2-) They will build an open parking lot in the parcel on the basement floor to be separated by dilatation, about 17 vehicles will fit on 20-30 cm of soil. Of course, I need to add these loads to the floor and beams. Is it correct to calculate an average vehicle load of 1 ton? I will do such a project for the first time. Good work

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[MaFiAMaX]

Re: dilated buildings Build fully dilated buildings with separate ideCAD models. Sometimes the superstructure is dilated and the foundation can be unified. In this case, you can transfer the loads from one structure to the foundation of the other structure with the take foundation effects command. For the slab on which there will be 20-30 cm of soil, take G= screed load + 0.30*2.2=0.65 t/m2 load. Wet soil unit weight can be 2.2 t/m3. There will be no additional filling in the place where the vehicles will park, but if you take the G load on the entire floor like this, if the landscape is revised, there will be no problem. You get Q=0.5 t/m2. Of course, if this pavement is connected to a road next to the parcel, and if there is a possibility of vehicles such as trucks etc. on it, you need to increase the Q load.

 

[M. Berat Denli]

Re: dilatation buildings Hello, although I agree with what Erhan said, you can solve dilated structures together or separately with ideCAD. Calculation and analysis results do not change. Only analysis times change.

 

[actombo]

Re: dilated buildings

Make fully dilated structures with separate ideCAD models. Sometimes the superstructure is dilated and the foundation can be unified. In this case, it can be removed from a structure with the take foundation effects command. You can transfer the incoming loads to the foundation of the other building.For the flooring with 20-30 cm soil on top, take G= screed load + 0.30*2.2=0.65 t/m2 load.Wet soil unit volume weight can be 2.2 t/m3 There will be no additional filling in the place where the vehicles will park, but if you take the load G on the entire floor like this, there will be no problem if the landscape is revised. You will get Q=0.5 t/m2. Of course, if this floor is connected with a road next to the parcel, truck etc. If there is a possibility of such vehicles coming out, you need to increase the Q load.

Thank you, Erhan, yes, it is on the side of the road, who knows what will come on it, so I will make the floor a little thicker.

 

[actombo]

Re: dilated buildings

Hello, although I agree with what Erhan said, you can solve dilated structures either together or separately with ideCAD. Calculation and analysis results do not change. Only analysis times vary.

thanks