Sloping Flooring

A

analiz

New Member
Hello, I am adding the sloping floor part of a building that I am trying to do. The points I am having trouble with: 1- It gives a warning that TS500 does not meet the thickness requirement for inclined flooring elements. 2- I define sloping floors at +4.00 elevation. When I define sloping slabs, the bottom edge of the slabs should start at 0.00. However, when I define a beam at the lower end, this beam apparently descends to 0.00 but does not separate the slab at 0.00. It also gives a jeans error warning. In the drawing printouts, the slab at 0.00 elevation is equipped as a single slab. 3- In order to overcome the situation in item 2, I wanted to draw the lower end with the slab edge, define a reverse beam at 0.00 level for the lower end corresponding to 0.00 level (for example, K22 beam at 0.00 level) to support the inclined slab. However, this time, since the floor was drawn at +4.00 level, the beam (K22) at 0.00 level, where the inclined part coincides, does not support itself. In other words, I want the K22 beam to support the D28 slab at both 0.00 elevation and +4.00 elevation. What I'm trying to do may be completely wrong, I'm asking for help from those who can give an idea for the truth. I wish everyone good work.
 
Sn analysis. MY SUGGESTION: --You have connected the floors to the upper floor. Wipe the sloping floors and beams and connect them from a lower floor --Fix the elevations on the columns: downstairs and upstairs --One side of the slanted floor is straightened. Take it easy Ünver ÖZCAN EK: MOLD PLAN ATTACHMENT: EGIK DÖS DUZELTILIS
 
Thank you very much for the reply sir. You took the time to answer. The answer you gave was light to me. Errors were removed when I designed it as you said. But now I'm obsessed with column and curtain jeans. The denim problem is solved when the features are taken as denim=300 cm on the curtain on the first floor and the upper level=300 cm on the upper one. throws equipment. Since the application will be difficult, can't we adjust the column-curtains on each floor according to the elevation of the floor where it is located? Because in practice, no one can throw a single length of 900 cm on the column curtain, I guess or does not want to throw it away. It seems a bit confusing, but I hope I explained it. respects.
 
Sn analysis. Column lengths are valid for the calculation. Concrete pouring does not pose a problem as it will be done in layers. Unver ÖZCAN
 
Syn Ünver, I would like to ask one more thing, when we get the formwork plan drawings, how will we separate the reinforcements of the flat and inclined slabs at the same level? While I am drawing, I make the mold plan by selecting the element from the advanced settings menu. Is this true but I don't know. I am worried that if there is an employee that I did not choose out of thought, there may be trouble. Is there a more precise way to do this? respects.
 
Sn Analysis Drawing the mold plan; --Giving the flat slabs and beams as a formwork plan.(deleting the inclined beams and slabs.) --Giving the inclined slabs and beams separately as a formwork plan.(deleting the straight beams and slabs) may be a solution. (Very few projects have overlapping floors.) I have given the overlapping floors separately by specifying the formwork plan elevations in this way. Unver ÖZCAN
 
hello, I was able to create my system with the help of Syn Ünver before. However, even though there are other elements with the same feature in the geometry control, a level error on 2 beams gives a thickness error on a slab. I could never fix it. According to the plan, I can define beams for flat slabs under the sloping floors in the lower parts and can also define the inclined slabs in the upper parts, but I cannot define beams for the flat slabs on the top. For example, at 0.00, beams cannot be defined between BD axles above 2 axles. I ask for your help. I wish you good work
 
I can't send it because the file exceeds 4 mb limit, ask forum administrators to increase the limit here,
 
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