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Location of
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Shearwall Settings Dialog
Curtain Shearwall that appears on the screen after the curtain shearwall command is run is also available in the helper auxiliary toolbar.
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A dialog is also opened when double clicked on an entered screena shearwall.
General Settings Tab
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Specifications | ExplainedDescription | |||||
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Curtain NameShearwall ID 
| The pitch shearwall name is created by placing the P index in front of the number entered here (such as P1, P15). The program increases these names in the order in which the curtains shearwalls are drawn. Curtain shearwall names can also be changed after the curtains shearwall are drawn. The pitch shearwall names that are changed do not have to be P. Any name can be used. | |||||
Group Name 
| L, U, C etc. To design curtains shearwalls made up of arms as a single curtain shearwall element, they are called groups. Curtains shearwalls called the same group; in reinforced concrete design, it is listed under the curtain shearwall group and and the account outputs are prepared as a curtain shearwall group report. | |||||
Width  | Curtain Shearwall width refers to the thickness of the curtain shearwall in plan.  | |||||
Top Jeans Upper elevation/JeansElevation  | Upper Rise elevation and Elevation parameters are used to shorten or lengthen the curtain shearwall from the top and bottom. As long as zero is left, it is taken as the floor height given in the Column Floor General Settings dialog. In this case, the curtain shearwall lower node is located at the floor base and the upper joint is at the floor ceiling.
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Curtain Color  | It is the color of curtain shearwall edge lines. The color palette is scrolled by clicking and holding down the left mouse button. The button is released when the desired color is reached. The color box turns into the selected color. If clicked together with the Shift key, the pen thickness of the relevant color can be adjusted. Pen thickness is not noticeable on the screen. The drawing is valid when drawn on paper. | |||||
Active ScanPattern  | It is the scan pattern type valid in the plan for the curtainshearwall. Clicking on Scan Pattern opens the Scan Pattern Settings dialog. In this dialog, the desired wanted hatch type and color is selected from the hatch types table. | |||||
Offset → Lower / Upper / Medium / Defined Delta | It determines from where the curtain shearwall will be defined according to the axis connecting the nodes at both ends of the curtainshearwall.
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MaterielMaterial  | The material to be covered in the renderings of the curtains shearwalls is selected. The curtain shearwall is covered with the selected material and displayed in renderings like this. |
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Texts Tab
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Specifications | Descriptions |
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Name X / Name Y | X and Y coordinates of the Curtain shearwall Name text are entered according to the upper left (if the text is on the curtainshearwall) or the lower corner (if the text is inside the curtainshearwall). 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 X / Size Y | X and Y coordinates of the Curtain shearwall Size text are entered according to the upper right (if the text is on the curtainshearwall) or the lower corner (if the text is inside the curtainshearwall). 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 | The parameters in the Name Text section govern the curtain shearwall name text, and the parameters in the Dimension Text Settings section manage the curtain 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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Specifications | Descriptions | |||||
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Static Material | The static material to be used in the curtain shearwall element is selected from the list. Static material can be defined as a reinforced concrete element under Materials in Building Tree. | |||||
Defined section parameters
| It becomes active in curtains 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.
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Model as shell Finite element width | Check this option to model the curtain shearwall using the finite element method. It will be calculated by dividing the curtain shearwall meshes by using the finite element width below. If the option is not selected, the curtain shearwall will be modeled as a single piece of sheet. | |||||
Flooded / discontinuingcurtainshearwall on all floors | Properties of an entered curtain shearwall become active when opened. If the curtain shearwall is a subbasement curtain shearwall or a curtain 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. | |||||
Thiscurtainshearwall is carrying the console flooring
| This option can be selected if the curtain shearwall console is the support of a floor. Otherwise, it should not be marked. | |||||
Mason reinforcement attachment
| This option is activated if it is desired to make anchoring reinforcement attachment instead of the overlapped joint on the curtainshearwall. The confounding value is entered in the staggering distance box for the coupling application. | |||||
Bottom end fixed support | If it is selected, the lower end of the curtains shearwalls that are not vertical in the vertical are flush-mounted. This option should be selected for curtains 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 curtain 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 curtainshearwall. |
Temperature
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Descriptions | Specifications |
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Temperature Parameters: | When checked, it activates T1 and T2 temperature loads on element basis. |
Temperature difference (T1) | The temperature difference of T1 loading is given. |
Temperature difference (T2) | The temperature difference of the T2 loading is given. |
Stiffness reduction factors | The stiffness reduction factor to be used in the temperature calculation for the relevant element is given. |
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This tab is only visible when the Pitch is selected and Object Properties and Pitch Settings are opened. In this tab, curtain shearwall stiffness can be reduced by a certain anchor value separately for earthquake, vertical, wind and soil thrust loads. Stiffness reduction can be applied optionally on the basis of element elasticity modulus or moment of inertia.
Options | Descriptions |
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| Curtain shearwall stiffness can be reduced by a specific anchor value separately for earthquake, vertical, wind and soil thrust loads. Stiffness reduction can be applied optionally on the basis of element elasticity modulus or moment of inertia. E = Reduction Factor * E or I = Reduction Factor * Applied as I. |
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Accessories
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Specifications | Explained | |||||
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Reinforcementcurtainshearwall
| If the curtain shearwall is reinforcement curtain shearwall entered, this line should be marked. Use right and right columns as headings: If the columns on the right and left of the reinforcement curtain shearwall are required to be accepted as headings for the reinforcement walls, the options are marked. | |||||
Head reinforcement | The default value is 0.50. This parameter; The wall end zone creates a lower limit for the amount of wall end reinforcement according to the total amount of reinforcement in the walls to be arranged. In other words, the amount of end reinforcement is determined at least as much as the ratio given to this row, besides the regulation conditions. For example, given the value 0.5, if the amount of reinforcement required for the whole wall is 100 cm2, 50 cm2 is placed in the middle area and 25 cm2 reinforcement is placed in the end regions for the left and right. Placed reinforcements are not selected less than the required reinforcement as per the regulation. | |||||
Header region length
| Aksi belirtilmediği sürece program, perde uç bölge uzunluklarını TBDY'de belirtilen koşullara göre belirler. Bununla birlikte istenirrse başlık bölgesi uzunluğunu, belirli değerlerde düzenlenebilir. Program bulsun işaretlenirse, ilgili perde için başlık bölgesi uzunluğu TDY koşullarına göre düzenlenir. Kullanıcı bulsun işaretlenirse, ilgili perde için sol ve/veya sağ satırlarında verilen uzunluk değerleri kadar başlık bölgesi uzunluğu düzenlenir. | |||||
Kısa başlık perdesi | Grup perdelerde 1/6 boyut oranını sağlamayan ve diğer perdenin başlığı olarak hesaplarda ve çizimlerde gösterilmesi istenen kısa perdelerde bu seçenek işaretlenir.
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Donatı Tasarım Seçenekleri
| Kesişen perdelerin birbirleriyle donatı bağlantıları perdelerin statik durumuna göre oluşturulur. Sistem perdelerinde, yatay gövde donatıları birbirlerinin içine kadar uzatılarak birbirlerine bağlanırken, bodrum çevre perdeleri bu sistem perdelerine ankrajla bağlanırlar. Donatı tasarım seçeneklerinden bu perdenin nasıl gövde donatısı ile donatılandırılacağını değiştirebilirsiniz. Otomatik olarak, üst katlarda devam eden perdeler sistem perdesi olarak sınıflandırılır. Rijit kat yüksekliğinin altında kalan ve üst katlarda devam etmeyen perdeler bodrum çevre perdesi olarak sınıflandırılır. Bu sınıflandırmalara uymayan durumlarda kullanıcı isterse, seçili perdenin gövde donatılarının nasıl donatılandırılacağını bu seçeneklerle belirleyebilir.
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Always detail outside in the app | When marked, it enables the opening of the details regardless of the position and proximity / distance of the other elements around the curtainshearwall. |
Reinforcement
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shearwall Beam Anchors
In this tab, the curtain shearwall and connection reinforcement settings of the beams above and below the Reinforcement Curtain shearwall are made.
Specifications | Releases |
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Rebar Diameter | Reinforcement range values are entered for the relevant connection. |
Reinforcement Range | Reinforcement range values are entered for the relevant connection. |
Anchor Length | It becomes active if the "Defined Reinforcement Lengths" option is selected and the anchor length can be entered as user-defined. |
Extension Length | It becomes active if the "Defined Reinforcement Lengths" option is selected and the anchor length can be entered as user-defined. |
Drill and latch top anchor reinforcements | If it is marked, it arranges the top anchorage reinforcements in the reinforcement walls as piercing reinforcement to a top wall. The lower zone anchor reinforcement settings will be the same as the upper zone anchor reinforcement settings. It does not need to be intervened. |
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In the case that the anchors are created del-late
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Beam Anchor
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Column Anchors for Reinforcement
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shearwall
In this tab, the settings of the connection reinforcements between the column elements on the right and left of the Reinforcement Wall are made.
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In this tab, the settings of the sheathing anchorage reinforcements of the mantle made column elements located on the right and left of the Reinforcement Curtain shearwall are made.
The regions and reinforcement positions of the anchors are shown below according to the colors given:
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Loses | ||
Measure | Listed | Explanation |
Constant | Independent | The fixed measure used will be used exactly as the amount. |
Length | Independent | It means that the length measure found while defining the material will be used exactly as the length value. |
Front length | It means that the length of the material will be found by multiplying the length of the material found while defining the material and the length of the front side according to the curtain shearwall viewing direction. | |
Back length | It means that the length of the material will be found by multiplying the length of the back side according to the viewing direction of the curtain shearwall with the length measure found while defining the material. | |
Average length | It means that the length of the material will be found by multiplying the length measurement found when defining the material and the average length value found from the length of the front and back sides of the curtainshearwall. | |
Average height | It means that the length of the material will be found by multiplying the length value found by taking the average of the height of the left and right ends of the curtain shearwall with the length measure found while defining the material. | |
Thickness | It means that the length of the material will be found by multiplying the length measure found when defining the material and the thickness of the curtainshearwall. | |
Domain | Independent | It means that the area measure found while defining the material will be used exactly as the amount. |
Front area | The value to be found by multiplying the area measure found while defining the material and the area of the surface on the front according to the viewing direction of the curtain shearwall will be used as the material area. | |
Back area | It means that the value to be found by multiplying the area measure found while defining the material with the area of the surface on the back side according to the viewing direction of the curtain shearwall will be used as the material area. | |
Front and back area | The value found by multiplying the area measure found while defining the material and the sum of the front and back areas of the curtain shearwall will be used as the material area. | |
Starting area | The value to be found by multiplying the area measure found while defining the material and the area of the surface on the left according to the viewing direction of the curtain shearwall will be used as the material area. | |
End area | The value to be found by multiplying the area measure found when defining the material and the area of the surface on the right according to the viewing direction of the curtain shearwall will be used as the material area. | |
Start and end area | The value found by multiplying the area measure found when defining the material and the sum of the left and right surface areas of the curtain shearwall will be used as the material area. | |
Upper area | The value to be found by multiplying the area measure found when defining the material with the area of the surface remaining on the curtain shearwall means to be used as the material area. | |
Subfield | The value to be found by multiplying the area size found when defining the material and the area of the surface under the curtain shearwall means to be used as the material area. | |
Upper and lower area | It means that the value found by multiplying the area measure found when defining the material and the sum of the surface areas on the upper and lower sides of the curtain shearwall will be used as the material area. | |
Side area | The total value found by multiplying each of the surfaces on the sides of the curtain shearwall with the area measure found when defining the material means to be used as the material area. | |
Volume | Independent | It means that the volume measurement found when defining the material will be used exactly as the volume value. |
Volume | It means that the volume measure found when defining the material will be used by multiplying the curtain shearwall volume. | |
Number | Independent | The number measure found while defining the material will be used exactly as the material number. |
Number | The number measure found when defining the material, as the number of materials It means it will be used exactly. | |