Triangle laying at corners -165,-30 and -510 levels

[ozgunerdogan41]

I have a triangle tile whose corners should be at -165, -30 and -510 levels, I tried it from the inclination to objects section, but it only edits between 2 levels, I cannot fit the other level. Is it possible to assign elevation to the object corners? Sent from my SM-N950F using Tapatalk

 

[ozgunerdogan41]

Re: Elevated floor It doesn't seem possible to model it as you mentioned, I guess I couldn't explain. A triangular floor with different elevations on its 3 corners is on a straight line, not in one direction, but in double direction. I can create .problem The tile on the right with different elevation in all 3 corners

Sent from my SM-N950F using Tapatalk

 

[2m proje]

Re: Upholstery with jeans Hello; We will help you if you add your model so that we can see the beam elevations clearly.

 

[ozgunerdogan41]

All beams have elevation and right end elevation, I don't have any beams that continue straight, so I throw the beams out, I don't have a problem with it, I don't have a slab

 

[2m proje]

Hello there; It can be done, I asked for your model because it would be a bit complicated and difficult to explain here. In the attachment, I am sharing a model that I have prepared similar to your model for you to review. Best regards.

 

[ozgunerdogan41]

I have shared the file in the attachment, no matter what I tried, I could not succeed, I would be very grateful if you could explain how you did it on the file.

 

[2m proje]

Hello there; Your project is attached. As a suggestion, if you define your columns from the center and slope the column-beams together with the slabs, visual errors in the solid model will be less. Best regards.

 

[Ismail Hakki Besler]

When designing this type of structures, it may not be enough to just create the structure geometrically. You should get support from experienced engineers such as Mr. Basri (2m project), who created this geometry for you, or you should put local reinforcement bundles yourself, taking into account the stresses in the plane of the floors I have shown below (pressure, tension, and shear). In some cases, you may not be able to handle it with equipment. In this case, you need to increase the slab thickness. For example, the shear stresses F12 in the narrowed area, which is seen at the right end under the effect of only vertical loads in the picture, are not sufficient for a slab of this thickness.

 

[ozgunerdogan41]

Thanks for your suggestions, I have enough experience, don't worry, I have designed this type of structures as a ropeway station before, only the program I used was not ideCAD, I had a problem with ideCAD only in the modeling part, I got help in that regard and thank you very much to the friend who helped. Although the structures are slabs, they can reach up to 40 50 cm thick, in general, the columns cannot provide sufficient rigidity, it may be necessary to remove the beams from the ridge to the low elevation and model the shear and shell. Anyway, each engineer's approach may be different in the end. At least one plane can be defined and at least 3 points of this plane can be leveled. Thank you again for your attention. Sent from my SM-N950F using Tapatalk

 

[sahinsukru]

Hi; It can be done, I asked for your model because it would be a bit complicated and difficult to explain here. I am sharing a model that I prepared similar to your model for you to review. Best regards.

Mr. Basri, the project you added it's educational, well done.

 

[2m proje]

Thanks Sukru,

Hello; It can be done, I asked for your model because it would be a bit complicated and difficult to explain here. In the attachment, I am sharing a model that I have prepared similar to your model for you to review. Best regards.

Mr. Basri, the project you added was educational, well done.