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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 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.
Specifications | Descriptions |
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| Shearwall stiffness can be reduced by a specific anchor value 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. E = Reduction Factor * E or I = Reduction Factor * Applied as I. |
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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. |
Reinforcement
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Panel Anchorages Tab
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In this tab, the shearwall and connection reinforcement settings of the beams above and below the Reinforcement shearwall are made.
Specifications | Description |
|---|---|
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 anchor length anchoragelength can be entered as user-defined. |
Extension length | It becomes active if the "Manual steel lengths" option is selected and the anchor 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 anchor anchorage reinforcement settings will be the same as the upper zone anchor anchorage 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:
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In the case that the anchors anchorage are not created through a hole
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In the case that the anchors are created del-late
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Beam Anchor
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creating hole through by anchorage
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Beam Anchorage
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Reinforcement Column Anchorages Tab
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In this tab, the settings of the connection reinforcements between the column elements on the right and left of the Reinforcement Wall Panel are made.
The regions and reinforcement positions of the anchors are shown below according to the colors given:
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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 anchorage Length | It becomes active if the "Defined Reinforcement Lengths" option is selected and the anchor anchorage length can be entered as user-defined. |
Extension Length | It becomes active if the "Defined Reinforcement Lengths" option is selected and the anchor anchorage 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. |
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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 anchorage Length | It becomes active if the "Defined Reinforcement Lengths" option is selected and the anchor anchorage length can be entered as user-defined. |
Extension Length | It becomes active if the "Defined Reinforcement Lengths" option is selected and the anchor anchorage 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. |
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