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Shearwall ID

The shearwall name is created by placing the P index in front of the number entered here (such as P1, P15). The program ideCAD increases these names in the order in which the shearwalls are drawn. shearwall names can also be changed after the shearwall are drawn. The shearwall names that are changed do not have to be P. Any name can be used.

Group name

L, U, C etc. To design shearwalls made up of arms as a single shearwall element, they are called groups. shearwalls called the same group; in reinforced concrete design, it is listed under the shearwall group and and the account outputs are prepared as a shearwall group report.

Width

Shearwall width refers to the thickness of the shearwall in plan.

Upper elevation/Elevation

Upper elevation and Elevation parameters are used to shorten or lengthen the shearwall from the top and bottom. As long as zero is left, it is taken as the floor height given in the Column Floor General Settings dialog. In this case, the shearwall lower node is located at the floor base and the upper joint is at the floor ceiling.

If a positive value is entered in the upper elevation, the shearwall upper node is extended up to the entered value, if a negative value is entered, the shearwall is shortened downwards. If a positive value is entered in the elevation section, the value entered at the lower end of the column becomes shorter from the bottom. In case of negative value, the shearwall will extend from the bottom.

Color

It is the color of shearwall edge lines. The color palette is scrolled by clicking and holding down the left mouse button. The button is released when the desired color is reached. The color box turns into the selected color. If clicked together with the Shift key, the pen thickness of the relevant color can be adjusted. Pen thickness is not noticeable on the screen. The drawing is valid when drawn on paper.

Pattern

It is the pattern type valid in the plan for the shearwall. Clicking on Pattern opens the Pattern Settings dialog. In this dialog, the wanted hatch type and color is selected from the hatch types table.

Delta

It determines from where the shearwall will be defined according to the axis connecting the nodes at both ends of the shearwall.

According to the direction of view, if it coincides with the top edge of the shearwall, the top option is marked, if it coincides with the bottom edge, the bottom option is selected, if it passes through the middle of the shearwall, the middle option is marked. If the virtual shearwall axis will pass through another line, the User Defined option is checked and the distance to the top edge of the shearwall is entered in the bottom data entry box.

Material

The material to be used on the front, backt and other surfaces of the shearwall is selected from the list. Surfaces are covered with the selected material and displayed as such in renderings.

Texture length is entered into the world length. For example; If 1 is entered, the selected material texture is taken as 1 meter and covered on the relevant walls.

In the angle, the angle of the texture is entered.

Touch the U and V offset. The motion value in the x and y plane is entered.

With U and V mirroring, the texture is symmetrical with respect to the y and x planes.

By selecting the single material option, the material selected in "Front material" is used on all surfaces of the shearwall.

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 program 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 program 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 program 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: