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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. |
Stiffness
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Modifiers 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 anchoragevalue 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.
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Specifications |
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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 transverse reinforcement 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. Choose one of the 90 ° or 135 ° hooks options. |
Material nonlinearity for pushover analysis  By selecting one of the linear, nonlinear (distributed plastic behavior) and automatic options, the material model defined in the shearwall is determined while performing nonlinear pushover analysis. |
Reinforcement Tab
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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. Expand | | ||||
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If this option is marked, the stirrup and longitudinal reinforcement design and drawing will be made by including the shearwall headers in the relevant shearwall.  The short shearwall, which is shown as selected in the sample screenshot, is included in the shearwall group and marked as a short title shearwall in its properties. |
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 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 calculated head lengths, the head length for the respective shearwall is adjusted according to the TDY conditions. If user defined head lengths is checked, the length of the head is arranged as much as the length values given in the left and / or right lines for the relevant shearwall.
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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Design as system shearwall: When the option is selected, the reinforcement design is made as the carrier system shearwall of the selected shearwall/shearwalls. Design as basement shearwall : When the option is selected, the selected shearwall/ shearwalls are designed as basement perimeter shearwall. Geometry defined (automatic): When the option is selected, the program automatically decides the reinforcement design of the walls/shearwalls. |
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.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.
User defined connection
The program automatically creates the most suitable drawing according to the connection status of the shearwalls, the angle between the shearwalls and the shearwall type (basement or system shearwall). These drawings can be intervened by the user if desired.
In the case where two or more shearwalls are joined, two shearwalls can be user-defined as priority.
Main with extension
By selecting the "Main with extension" option for main shearwalls, the connection type of shearwall rebar for the left and right ends of the shearwall is determined.
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An example of a connection of two basement shearwalls:  An example of system shearwall and basement shearwall connection:  |
Main with trim
By selecting the “Main with trim” option for main shearwalls, the connection type of shearwall rebar for the left and right ends of the shearwall is determined.
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An example of a connection of two basement shearwalls:  An example of system shearwall and basement shearwall connection:  |
Connected to shearwall
The shearwall name to be anchored is entered as a parameter. Anchoring is made to the defined shearwall.
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P15 shearwall connected to P03 shearwall  P15 shearwall connected to P03 shearwall  |
Left anchorage override/Right anchorage override
In the case where three or more shearwalls are joined, the anchorage of the shearwalls can be user-defined.
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The drawing can be taken in the following figures by changing the "Left anchorage override" parameter of P08 shearwall as user-defined.     |
Use shearwall continuity at right end
With this option, the shearwall horizontal rebars can be cut at the desired junction point, regardless of the 12m rebar length condition, and overlapped joints can be made or anchoring to the column can be provided.
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For shearwall P08, the continuous accept shearwall feature is active at the right end:  For shearwall P08, the continuous accept shearwall feature at the right end is not active:  For shearwall P08, the continuous accept shearwall feature is active at the right end:  For shearwall P08, the continuous accept shearwall feature at the right end is not active:  |
Reinforcement Panel Anchorages Tab
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