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[Reform Group]

Hello friends, I have attached the floor plan of the newly purchased hotel business. This is the first time I will draw such a project. Since the shape of the building is different, I wanted to raise the issue here. In summary, my questions are: 1) Should the project be drawn in two parts or can it be drawn in one go? 2) How will the axle assembly be if it is drawn in one go? 3) How should the downloads be? 4) Are there any additional considerations that may be overlooked in terms of regulation? Thanks in advance.

 

[NYILMAZ]

Hello friends, I have attached the floor plan of the hotel business I have just purchased. This is the first time I will draw such a project. Since the shape of the building is different, I wanted to raise the issue here. In summary, my questions are; 1) the project is divided into two should it be drawn or can it be drawn in one go?

If it were me, I would model in one go. I don't think you will have any problems with uploads.

2) what will the axle set be like if it is drawn in one go?

I can recommend the following: My method in such buildings is this. A row of letters, a row of numbers, for axis groups that are out of order, I use naming such as X1, X2, X3,... and Y1, Y2, Y3,... etc. Axle balloons may not be used in the continuation of these axles. Also, I always use full horizontal and vertical axes for corner points. (If no application is made with a map engineer, otherwise the master will not be able to get out of the work.)

3) How should the downloads be?

The ide's load library will be sufficient and will help you in this regard.

4) Are there any additional considerations that may be overlooked in terms of regulation?

I recommend that irregularities that are not automatically checked for regulation be reviewed.

 

[Reform Group]

I'm having a serious problem with the installation, can you please help moving loads; What should happen if there is a 10 wall on the floors without a wall on it, and if there is a 20 wall on it? thanks.

 

[mhanifiata]

can you help me please, can you help with installing? It is possible to define a linear load (g) for a ¼-inch wall. In this case, you can use the live load as a standard value. Do not keep the floor thickness low. If there is a wall of 20 cm, there is a little problem. It is necessary to have beams under 20-25 and thicker walls. If you cannot add beams, light weight Suggest aerated concrete production. Define the load as linear load again. Take the live load as standard. Make the floor thickness at least 15 cm. Define the floor tape under the wall. For normal floors, you already use ts498 q values... I wish you good work...

 

[Reform Group]

I made the design by adding 35 cm ribs and intermediate ribs. It is impossible for me to define a linear load because I am not sure how accurately the citizen who will do it will do it. Not right now, but tomorrow I will put the ground floor of the project here, then if you can give me an idea, I would be very grateful

 

[NYILMAZ]

I made the design with 35 cm ribs and intermediate ribs. It is impossible for me to define a linear load because I am not sure how accurately the citizen who will do it will do it. Not right now, but tomorrow I will put the ground floor of the project here, then if you can give an idea I would be very pleased

Linear and point slab load is effective on slab slab Linear loads on rib slab do not affect rib teeth. Instead, the pavement or live load of the slab can be increased.

 

[mhanifiata]

I made the design with 35 cm ribs and intermediate ribs. It is impossible for me to define a linear load because I am not sure how accurately the citizen who will do it will do it. Not right now, but tomorrow I will put the ground floor of the project here, then if you can give an idea I would be very grateful

I didn't think it was a hollow block in your first message... I wrote the answer accordingly

 

[Reform Group]

I'd be glad if you guys could check it out. I just modeled the basement. I would appreciate it if you could indicate your ideas on the model and your thoughts on the floor and beam loads. this is a hotel project. Thanks in advance.

 

[NYILMAZ]

Guys, I would appreciate it if you could take a look. I only modeled the basement. I would appreciate if you could give your thoughts on the model, as well as your thoughts on the floor and beam loads. This is a hotel project. Thanks in advance.

If only there was an architecture of the normal floor suggestions would be better. I think the stairwells are not arranged to be sufficiently supported. You do not have to put the columns as the architect placed them. It is also observed that some ribbed floors do not form continuity. I think the beams are fragile. The elevator bucket looks not designed. Check your loads. If you have walls that press on your floors, they are movable. Increase the loads. The gaps you opened in the rib flooring cut the ribs. Do not forget to transfer the ladder loads. I wish you good work.