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Specifications | Descriptions |
|---|---|
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. |
Stiffness Reduction Tab
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This tab is only visible when the Shearwall is selected and Object Properties and Shearwall Settings are opened. In this tab, 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.
OptionsSpecifications | Descriptions |
|---|---|
| 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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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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Reinforcement Tab
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Specifications | ExplainedDescription | |||||
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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. | |||||
Header region length Head reinforcement area lengths
| 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 | ||||
| Expand | ||||||
| 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. Expand | | |||
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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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