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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.

Short/head shearwall

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.

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 ideCAD 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.

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 ideCAD 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.

User defined connection

The ideCAD 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.

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.

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.

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.

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.

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:

Steel diameter

Reinforcement range 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.

Steel intervals

Steel distance values ​​are entered for the relevant connection.

Hole through bars

If marked, it arranges the column anchorage reinforcements in the reinforcement walls as hole anchorage to the next elements.

Manual steel lengths

When the option is selected, the inactive anchorage and extension length options become active. The user determines the anchorage and extension length manually.

Add jacket connections same direction

When the option is checked, jacket connections in the same direction are added.

Add jacket connections other direction

When the option is checked, jacket connections in the same direction are added.