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Specifications | Descriptions | |||||
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Structural material  | The structural material to be used in the shearwall element is selected from the list. Structural material can be defined as a reinforced concrete element under Materials in Building Tree. | |||||
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.
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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. | |||||
Sub-basement panel/vertical discontinuous panel  | Properties of an entered shearwall become active when opened. If the shearwall is a sub-basement shearwall or a shearwall that does not continue throughout the whole floor, this option is checked. When marked, the relevant shearwall 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 is 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. | |||||
Rebar coupling  | This option is activated if it is 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. | |||||
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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Specifications | Descriptions |
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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 factor  | The stiffness reduction factor to be used in the temperature calculation for the relevant element is given. |
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Specifications | Description |
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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 * |
Steel 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. new steel yield value * current steel yield value of the multiplier = |
Conforming transverse reinforcement  | If there is stirrup tightening at the upper and lower ends of the column belonging to the existing structure, this option is checked. |
Apply 7.A.3 (Limitation of axial forces)  | In the performance analysis, the application of TBDY 2007 7.A.3 clause is optional. |
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Specifications | Description | |||||
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Reinforcement shearwall  | If the shearwall is reinforcement 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 shearwall are required to be accepted as headings for the reinforcement walls, the options are marked. | |||||
Head/total reinforcement ratio  | 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. | |||||
Head reinforcement area lengths 
| Unless otherwise stated, the program determines the shearwall end zone lengths according to the conditions specified in TBDY. However, if wanted, the length of the header region can be adjusted to certain values. If the program find is checked, the header region length for the respective shearwall is adjusted according to the TDY conditions. If find the user is checked, the length of the header region is arranged as much as the length values given in the left and / or right lines for the relevant shearwall. | |||||
Kısa başlık perdesi  | This option is selected for short shearwalls that do not provide the 1/6 size ratio in group shearwalls and are desired to be shown in the calculations and drawings as the heading of the other shearwall.
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Reinforcement design options 
| The reinforcement connections of the intersecting shearwalls are created according to the static state of the shearwalls . In the system walls, the horizontal body fittings are connected to each other by extending them into each other, while the basement perimeter walls are anchored to these system shearwalls. You can change how this wall is reinforced with body reinforcement from the reinforcement design options. Automatically, shearwalls that continue on the upper floors are classified as system shearwalls. Shearwalls below the rigid floor height and not continuing on the upper floors are classified as basement perimeter shearwalls. In cases that do not comply with these classifications, the user can determine how the web reinforcement of the selected shearwall will be reinforced with these options.
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Always details outside on application plan  | When marked, it enables the opening of the details regardless of the position and proximity / distance of the other elements around the shearwall. |
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Specifications | Description |
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Steel diameter  | Reinforcement range values are entered for the relevant connection. |
Steel interval  | Reinforcement range values are entered for the relevant connection. |
Anchorage length | It becomes active if the "Manual steel lengths" option is selected and the anchoragelength can be entered as user-defined. |
Extension length  | It becomes active if the "Manual steel lengths" option is selected and the anchorage length can be entered as user-defined. |
Create top bars hole through  | If it is marked, it arranges the top anchorage reinforcements in the reinforcement walls as piercing reinforcement to a top wall. The lower zone anchorage reinforcement settings will be the same as the upper zone anchorage reinforcement settings. It does not need to be intervened. |
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Specifications | Description |
|---|---|
Steel diameter  | Steel diameter values are entered for the relevant connection. |
Steel interval  | Steel interval values are entered for the relevant connection. |
Anchorage length  | It becomes active if the "Manual steel lengths" option is selected and the anchorage length can be entered as user-defined. |
Extension length  | It becomes active if the "Manual steel lengths" option is selected and the anchorage length can be entered as user-defined. |
Hole through bars  | If marked, it arranges the column anchorage reinforcements in the reinforcement walls as hole anchorage to the next elements. |
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Specifications | Description |
|---|---|
Steel diameter  | Reinforcement range values are entered for the relevant connection. |
Steel distances  | Steel distance values are entered for the relevant connection. |
Anchorage length  | It becomes active if the "Manual steel lengths" option is selected and the anchorage length can be entered as user-defined. |
Hole through bars | If marked, it arranges the column anchorage reinforcements in the reinforcement walls as hole anchorage to the next elements. |
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Specifications | Description |
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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, "No punching reinforcement" type can be selected. You can edit the values given in the dialog according to the type selected. |
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The parameters available in the component selection dialog are:
In the usage section
No modification: 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.
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Shearwall | ||
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 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 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 shearwall. | |
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 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 shearwall. | |
Area | 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 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 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 shearwall will be used as the material area. | |
Start 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 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 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 shearwall will be used as the material area. | |
Top 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 shearwall means to be used as the material area. | |
Bottom | The value to be found by multiplying the area size found when defining the material and the area of the surface under the shearwall means to be used as the material area. | |
Top and bottom 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 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 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 shearwall volume. | |
Count | Independent | The count measure found while defining definin |
Count | The count measure found when defining the material, as the count of materials It means it will be used exactly. | |