Location of Pitch Settings Dialog
Curtain that appears on the screen after the curtain command is run is also available in the helper toolbar.
A dialog is also opened when double clicked on an entered screen.
General Settings
Specifications | Explained |
|---|---|
Curtain Name
| The pitch 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 are drawn. Curtain names can also be changed after the curtains are drawn. The pitch names that are changed do not have to be P. Any name can be used. |
Group Name
| L, U, C etc. To design curtains made up of arms as a single curtain element, they are called groups. Curtains called the same group; in reinforced concrete design, it is listed under the curtain group and and the account outputs are prepared as a curtain group report. |
Width | Curtain width refers to the thickness of the curtain in plan.  |
Top Jeans / Jeans | Upper Rise and Elevation parameters are used to shorten or lengthen the curtain 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 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 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 Scan | It is the scan type valid in the plan for the curtain. Clicking on Scan opens the Scan Settings dialog. In this dialog, the desired hatch type and color is selected from the hatch types table. |
Offset → Lower / Upper / Medium / Defined | It determines from where the curtain will be defined according to the axis connecting the nodes at both ends of the curtain.
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Materiel | The material to be covered in the renderings of the curtains is selected. The curtain is covered with the selected material and displayed in renderings like this. |
Articles
Specifications | Descriptions |
|---|---|
Name X / Name Y | X and Y coordinates of the Curtain Name text are entered according to the upper left (if the text is on the curtain) or the lower corner (if the text is inside the curtain). 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 Size text are entered according to the upper right (if the text is on the curtain) or the lower corner (if the text is inside the curtain). 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 name text, and the parameters in the Dimension Text Settings section manage the curtain 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. |
Static Reinforced Concrete
Specifications | Descriptions |
|---|---|
Static Material | The static material to be used in the curtain 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 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 | Check this option to model the curtain using the finite element method. It will be calculated by dividing the curtain meshes by using the finite element width below. If the option is not selected, the curtain will be modeled as a single piece of sheet. |
Flooded / discontinuing curtain on all floors | Properties of an entered curtain become active when opened. If the curtain is a subbasement curtain or a curtain 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 curtain is carrying the console flooring
| This option can be selected if the curtain 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 curtain. 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 that are not vertical in the vertical are flush-mounted. This option should be selected for curtains 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 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 curtain. |
Temperature
Descriptions | Specifications |
|---|---|
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. |
Stiffness Reduction
This tab is only visible when the Pitch is selected and Object Properties and Pitch Settings are opened. In this tab, curtain 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 |
|---|---|
| Curtain 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. |
Performance Analysis
Specifications | Explained |
|---|---|
Reinforcement corrosion factor | It is a ratio used in building performance analysis. With the ratio written on this line, the wear occurring in the existing structures and reinforcements exposed to the corrosion conditions specified in the earthquake regulation can be taken into account in the performance calculation of the structure. The value defined in this row is multiplied with the existing reinforcement areas and the value found at the result of multiplication is considered as the reinforcement area. The mevcutal the yenial = multiplier * |
Insufficient clamping length yield stress factor | It is used to reduce the steel yield stress of the elements. The value entered in this row is multiplied by the steel yield value of the element. yeniçelikakmadeğer * mevcutçelikakmadeğer of the multiplier = |
Stirrup tightening | If there is stirrup tightening at the upper and lower ends of the column belonging to the existing structure, this option is checked. |
Apply clause 7A.3 (Upper limit of axial forces) | In the performance analysis, the application of TBDY 2007 7A.3 clause is optional. |
Accessories
Specifications | Explained |
|---|---|
Reinforcement curtain
| If the curtain is reinforcement curtain 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 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. |
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 curtain. |
Reinforcement Curtain Beam Anchors
In this tab, the curtain and connection reinforcement settings of the beams above and below the Reinforcement Curtain are made.
Specifications | Releases |
|---|---|
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. |
The regions and reinforcement positions of the anchors are shown below according to the colors given:
In the case that the anchors are not created through a hole
In the case that the anchors are created del-late
Beam Anchor
Column Anchors for Reinforcement Curtain
In this tab, the settings of the connection reinforcements between the column elements on the right and left of the Reinforcement Wall are made.
The regions and reinforcement positions of the anchors are shown below according to the colors given:
Specifications | Releases |
|---|---|
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. |
Punch reinforcement | If marked, it arranges the column anchorage reinforcements in the reinforcement walls as punch reinforcement to the next elements. |
Sheathing Anchors
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 are made.
The regions and reinforcement positions of the anchors are shown below according to the colors given:
Specifications | Releases |
|---|---|
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. |
Punch reinforcement | If marked, it arranges the column anchorage reinforcements in the reinforcement walls as punch reinforcement to the next elements. |
Punching Accessories
Specifications | Releases |
|---|---|
Punching reinforcement type | Punching reinforcement types described in Article 7.11.11 and Article 7.11.12 of TBDY 2018 can be selected from the list for the vertical bearing element being treated. If stapling reinforcement will not be used, "Without stapling equipment" type can be selected. You can edit the values given in the dialog according to the type selected. |
See Also: Zımbalama Kontrolü
Building Components
Add Building Components: Assigns the projected building materials to the object for detailed building components metrics.
Click on the building components button.
The Component Selection dialog will open.
In this dialog, click on the folder related to the material from the list on the left. Click on the material you want to use.
Set the parameters on the right.
Click the OK button. The "Component Selection" dialog will be closed. A summary line of the material will appear in the Building Components tab. More than one material assignment to an object can be done this way.
The parameters available in the component selection dialog are:
Use section
No change: The amount of material to be assigned for the object in question is marked when it is desired to be used in the size that was previously specified in the material definition.
Percentage ratio: This line is marked when it is desired to be used with the percentage of the amount previously determined in the material definition, as much as the value entered in the "Value 1" line in the same dialog. For example, if the material quantity is 70, if the line “Value 1” says 40, it means the material amount will be used up to 40 * 70%.
New defined: This line is marked so that the quantity entered in the “Value 1” line in the same dialog will be used instead of the quantity previously determined in the material definition.
Multiplier: This line is marked in order to use the value found at the end of the multiplication of the value entered in the "Value 1" line in the same dialog with the amount previously determined in the material definition.
Fractional: This line is marked so that the amount determined in the material definition before will be used as the fraction value created by the values entered in the "Value 1" and "Value 2" lines in the same dialog. "Value 1" is the denominator "Value 2" is the denominator.
Proportion: It is determined to what scale-area, circumference, length etc.-, region-side area, top, edge etc.- the material will be proportioned to. The content of the proportional list box is automatically determined according to the object and the size of the material. For example, a different list will be created if an operation is made for the column, a different list will be created for the library, a different list for the volume, and a different list for the field.
The lines that appear in the Proportion list according to the column object and material size are as follows.
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 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 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 curtain. | |
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 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 curtain. | |
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 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 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 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 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 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 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 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 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 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 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 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. | |