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Turkish Hello, in the curtain details and vertical details of the curtains given in the application plans, sometimes stirrups (transverse reinforcements) are not written on the opened reinforcement and their length is not given. I couldn't understand why? -------- also, pose numbers and pose circles in various drawings (such as curtain details, column details, beam details) appear in the reinforcement text layer instead of the pose layer. this poses a big problem in parsing and changes. I want all pose circles and pose numbers to be drawn on its own layer. -------- In the new version, the possibility of adding loads to the curtains in the horizontal direction (for example, soil load) has been introduced. It would be great if you could explain how horizontal loads are added and how they are checked correctly, how the load is displayed. --- I think it was mentioned before, less reinforcements can be given to the lower floor columns than the reinforcement in the upper floor columns. There is a possibility to check and add reinforcements, but still, this difference better be avoided by the program. For example, the upper floor reinforcement ratio is 1.3%, the lower floor reinforcement ratio is 1.1% and there is a reinforcement difference. If this situation can be prevented automatically, we think that it would be appropriate if the number/diameter at the top could be given to the bottom column. good work.
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application and curtain details etc.
- Thread starter dabanlio
- Start date
Levent Özpak
New Member
Hello,
Could you show it on the sample project? --------"dabanlio":4tnh3p2i" said:Hello, sometimes the stirrups (transverse reinforcements) are not written on the opened reinforcement in the curtain details and the vertical details of the curtains given in the application plans, and their lengths are not given either. I could not understand the reason for this?
To define horizontal load for the curtain element, select the Shear and press the right button. Click the Add Load/Panel Horizontal Load line from the drop-down menu. Specify the direction of the Panel Load and click the left button. The Panel Horizontal Load Dialog will open. Here, select the Load type, Determine the Load value and Loading status.After Analysis While the Loads line is marked in the 3D frame, the Load type is defined on the Panel by selecting the Slab Loads-Shell line. The workload can be displayed. good work.In the new version, it was possible to add horizontal loads (eg soil load) to the shear walls. How are horizontal loads added and how they are checked correctly, how the load is displayed, can you explain? It will be great.
Hello, I have uploaded the attached pictures as an example. The first two of the attached pictures are from the column application and the last one is from the curtain details. In all three, the transverse reinforcements of the curtains are not written on the opening reinforcements, their lengths are not specified, only the capital stirrups are specified in the titled curtains, other transverse reinforcements are not specified. I hope I was able to fully explain the problem. thanks, good work.
Also, I am sending the file that we are experiencing the aforementioned problems to [email protected]. thanks, good work.