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Specifications | Descriptions |
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Name ID X/NameID Y  | X and Y coordinates of the shearwall Name text are entered according to the upper left (if the text is on the shearwall) or the lower corner (if the text is inside the shearwall). If the X value is positive, the text moves from the edge to the right, and if negative, it moves to the left. If the Y value is positive, the text will scroll up, and if it is negative, the text will scroll down. The directions specified here should be considered according to the viewing direction. If the name and size are printed together, the letters are placed according to these coordinates. |
Size Dimension X/SizeDimension Y  | X and Y coordinates of the shearwall Size text are entered according to the upper right (if the text is on the shearwall) or the lower corner (if the text is inside the shearwall). If the size X value is positive, the text moves from the edge to the left, if negative, the text moves to the right. If the Y value is positive, the text will scroll up, and if it is negative, the text will scroll down. The directions specified here should be considered according to the viewing direction. Not used if name and size are printed together. |
Name Letter and Size Letter ID and dimension combined | The parameters in the Name Text section govern the shearwall name text, and the parameters in the Dimension Text Settings section manage the shearwall size text. |
Height | The height of the name and size text is entered. |
Color | The color of the texts is adjusted. The color is selected by clicking on the color box with the left mouse button. When the font box below is clicked, the font of the name and size text can be changed. |
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Structural/Concrete
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Specifications | Descriptions | |||||||||
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Static MaterialStructural material | The static structural material to be used in the shearwall element is selected from the list. Static Structural material can be defined as a reinforced concrete element under Materials in Building Tree. | |||||||||
Defined Override section parameters  | It becomes active in shearwalls that model as a shell. The section and geometric properties of the element are determined automatically and these are the values in accordance with the regulations. However, if you want to change the element section properties, mark this line and give the relevant values to the program. The program automatically calculates zero values and accepts non-zero entries as much as the entered value.
| Model as shell Finite element width |
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Calculate as shell/Finite element width | Check this option to model the shearwall using the finite element method. It will be calculated by dividing the shearwall meshes by using the finite element width below. If the option is not selected, the shearwall will be modeled as a single piece of sheet. | |||||||||
Flooded / discontinuing shearwall on all floors Sub-basement panel/vertical discontinuous panel | Properties of an entered shearwall become active when opened. If the shearwall is a subbasement sub-basement shearwall or a shearwall that does not continue throughout the whole floor, this option is checked. When marked, the relevant pitch is not included in the cutting area effective in alpha calculation and B1 irregularity control. In addition, the internal force amplification coefficient specified in TBDY 2018 article 4.3.4.9 is not applied. | |||||||||
This shearwall iscarrying the console flooring a support for a cantilever slab | This option can be selected if the shearwall console is the support of a floor. Otherwise, it should not be marked. | |||||||||
Mason reinforcement attachment Rebar coupling | This option is activated if it is desired wanted to make anchoring reinforcement attachment instead of the overlapped joint on the shearwall. The confounding value is entered in the staggering distance box for the coupling application. | |||||||||
Bottom end fixed Fixed support on bottom  | If it is selected, the lower end of the shearwalls that are not vertical in the vertical are flush-mounted. This option should be selected for shearwalls that continue on lower floors. Removing the mark creates a vertical continuity problem in the model. This option can be unchecked if the wall has columns at both ends and beams below, if the shearwall is only connected to the columns. | |||||||||
Head transverse reinforcement  | In this section, transverse reinforcements to be used in the shear capacity calculation of the walls are selected. If the options are marked, the transverse reinforcement of the relevant option is taken into account in the shear capacity of the shearwall. |
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