TUNNEL MOLD PROJECT

[shewger]

GOOD DAY EVERYONE. SHOULD WE TAKE THE BELT BEAMERS IN THE PROJECT WITH THE DIFFERENCE OF LEVELS? THE FLOORING I CLOSE WITH THE EDGE OF THE FLOOR AND THE FLOORING SHALL GIVE AN ERROR THAT THE THICKNESS CONDITION IS NOT SUPPLIED. IS THE PROJECT APPLIED?

 

[shewger]

IS THERE ANYONE TO HELP?

 

[YasinTezel]

Hi, The flooring you describe looks like console flooring. Divide the D02 slab at the level of the P06 curtain with the slab edge. For slabs that appear as consoles, flat reinforcement type at the top + bottom can be selected by using the calculation axis edit command.

 

[shewger]

Why did you do this, sir? I am drawing tunnel formwork project for the first time

 

[shewger]

why is it double sided? Is it short or long in the x direction at some distances?

 

[shewger]

HOW SHOULD I DEFINE THE BELT BEAMERS? AND HOW DO I DEFINE THE SECTIONS THAT HAVE OVERLAPPING? QR-TR FITTINGS ?

 

[YasinTezel]

For help with dialogs, you can get help by pressing the F1 key. Details are attached.

 

[shewger]

HOW ARE BAND BEAMS SHOOLED, SECURITY ?_

 

[YasinTezel]

Mesh reinforcement can be used by activating the mesh reinforcement in the flooring properties. You can specify the type of mesh reinforcement to be used or the most suitable one can be selected automatically. Band beams are constructive and are not taken into account. It can be defined to the slab borders, around the gap or to the areas that you think will be difficult in slab. Size and reinforcement can be user-defined. There are two types as inner and outer band. Closed stirrups are used in the inner band, the ones defined in the middle of the floor can be of this type. The outer band is a U-shaped open stirrup. It can be preferred to be used on the edge of the flooring as in the picture.

 

[shewger]

thanks yasin sir. But the bottom reinforcement mesh, for example, Q TYPE upper reinforcement and R type, how can we adjust it?