Tunnel Formwork

[fatihkaya17]

I have read almost all the comments about Tunnel Mold. but I couldn't find it enough and there are a few things I want to ask. 1. You mentioned that band beams are defined for the remaining empty parts in the forum. However, I do not think that stapling can be achieved when the wicker reinforcement is used in the remaining parts (ie around the curtain or column), considering that the flooring is not thick. I could not do the calculations manually according to the TS500, but I will. In the project I added, I did it as you mentioned. 2. It does not provide thickness as we draw the slab edge. I did this by setting the direction of the slab axis by reinforcing at the top and bottom. because I perceive the Tile Edge as a console and I think that I show it as a working edge. 3. In the drawings of the wicker, the parts with the floor edge are sometimes blank. I couldn't put up a very comprehensive project about these, but I can prepare it when necessary. Thanks...

 

[Levent Özpak]

I have read almost all the comments about Tunnel Formwork, but I did not find it enough and I have a few questions I would like to ask. 1. You mentioned that band beams are defined for the remaining empty parts in the forum. I don't think that stapling can be achieved when mesh reinforcement is used, considering that the flooring is not thick. I could not make the calculations manually according to the TS500, but I will. I did it as you mentioned in the project I added. "fatihkaya17":reb6rgdy"]2. It does not provide thickness because we draw the slab edge. I did this by determining the direction of the slab axis by reinforcing at the top and bottom. Is this true? because I perceive the Tile Edge as a console and I think that I show it as a working edge.

Reinforcement axles have no function in mesh reinforcement design. Thickness control is done automatically according to the calculation span value specified in the Floor Report.

3. In the wicker drawings, the parts with the floor edges are sometimes blank.

We couldn't understand what you mean by showing blank. Can you add a sample project for the situation you mentioned? Good work

 

[fatihkaya17]

First of all, take it easy. What I want to ask is about the tunnel formwork, the working direction of the flooring, I change the reinforced concrete calculation axis in the project, but the program automatically offers a two-way solution again. it works bidirectionally, but this happens with a very small difference. It remains at a value like 1.9< 2, can I change this parameter as I want in the tunnel formwork?

 

[Levent Özpak]

First of all, it's easy. What I want to ask is about the tunnel formwork, the working direction of the flooring, I change the reinforced concrete calculation axis in the project, but the program automatically offers a bidirectional solution again. 1.9< 2 It remains at a value like 2, can I not change this parameter as I want in tunnel formwork?

Working type slab does not affect the analysis results.

 

[fatihkaya17]

You are right not to affect the analysis results. However, it does not meet the mesh option to be used. When I want to use R mesh reinforcement, I think that Q mesh reinforcement is thrown depending on the working direction. Thanks...

 

[fatihkaya17]

There is one thing I would like to add. There is a problem with the curtains, as seen in the photo. I tried in every way the intersection points, but it didn't work, such a thing did not happen in version 7.

 

[fatihkaya17]

plugin

 

[Levent Özpak]

You are right not to affect the analysis results. But it does not meet the mesh option to be used. When I want to use R mesh reinforcement, I think Q mesh reinforcement is thrown depending on the working direction. Thanks...

Required reinforcement in mesh type flooring It is selected to meet the area of the floor. You can also choose R type mat from the flooring properties or the Reinforced Concrete Design/Wire Reinforced Floor dialog. it can't assign it as a clipping. I tried all kinds of intersection points, but it didn't work. In the example you added, if the trim algorithm of the tile edge panel connections is changed with the Modify/Object Edit/Object Trim Method command, the tile borders are formed correctly. Good work

 

[fatihkaya17]

Thank you so much.

 

[fatihkaya17]

There is one more urgent matter I would like to ask you, sir. It says in the raft floor (min), that is, the section is insufficient, and it says ts500. I looked at the ts500, but I couldn't find a requirement about the thickness. Although the storey height is not high, the raft thickness is too high. What is this rule?

 

[cakilomer]

The thickness control of the raft slab is made according to the H>=Ln/30 condition given for the beamless slabs in ts500. As far as I know, there is no indication of thickness for the raft slab.