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With the Beam Settings command, settings such as the size, drawing, placement, material selection, structural material of the concrete beam can be accessed.

Location of Beam Settings Dialog

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Specifications

ID X/ID Y

X and Y coordinates are entered according to the beam upper left corner of the Beam Name text. Text If the X value is positive, the name text will move to the left, if it is negative, it will move to the right. Text scrolls up if the Y value is positive, and scrolls down if it is negative.

Size X / Size Y

X and Y coordinates are entered according to the upper right corner of the beam of the Beam Dimension text. If the dimension X value is positive, the dimension text shifts to the left, if it is negative, it shifts to the right. If the dimension Y value is positive, the dimension text will scroll up, and if it is negative, it will scroll down.

ID and dimension combined

If checked, the beam ID and dimension are written together. If not checked, the beam ID and beam dimension are written in the marked places in the dialog.

Combined ID and dimension

When the name and size together option is selected, determine the position where the name and size of the beam will be written according to the shape in the dialog.

The program ideCAD will place the name according to the location chosen when the beam was created.

Separate ID and dimension

When the name and size together option is not checked, determine the position where the beam name and size will be written according to the shape in the dialog.

The program ideCAD will place the name according to the location chosen when the beam was created.

Name Letter Height, Color and Font

The height of the beam IDtext is entered. The color box is selected from the color palette that is opened by clicking the left mouse button.

If the text button just below is clicked, the Font Settings dialog opens. From this dialog, Beam ID Text, font is set.

Size Font Height, Color and Font

The height of the beam dimension text is entered. The color box is selected from the color palette that is opened by clicking the left mouse button.

If the button below is clicked, the Font Settings dialog opens. From this dialog, Beam Dimension Text, font is set.

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Specifications

Structural material

Select the structural material to be used in the beam element from the list. Structural material can be defined as a reinforced concrete element under Materials in Building Tree.

Override section parameters

The section and geometric properties of the element are determined automatically and these are the values ​​in accordance with the regulations. However, if you want to change the element section properties, mark this line and give the relevant values ​​to the programideCAD. The program ideCAD automatically calculates zero values ​​and accepts non-zero entries as much as the entered value.

2 axis moment of inertia

The element is the minor moment of inertia. I = b 3 h / 12
For example, in a 50/25 rectangular column, the moment of inertia of the 2 axes is calculated as 25.25.25.50 / 12 = 65104 cm 4.

3 axis moment of inertia

The element is the major moment of inertia. I = bh 3 /12 50/25 For example, in a column three axis rectangular moment of inertia 50.50.50.25 / 12 = 260416 cm 4 is calculated as.

Torsional moment of inertia

It is the moment of inertia that defines the torsional stiffness of the element.

Cross-sectional area

It is the cross-sectional area value of the element. For example, in a 50/25 rectangular column, the cross section area of ​​the element is 50.25 = 1250 cm 2 .

Cutting area in 2 direction

The element is the cutting area in the minor direction. Cutting area = 5/6. b. d For example, in a 50/25 rectangular column, 5 / 6.50.25 = 1041 cm2

Cutting area in 2 direction

The element is the cutting area in the major direction.
Cutting area = 5/6 b d

Conformance torsion check

When marked, the torsion control in the beams is checked according to the conformity torsion condition. Td = Tcr is taken. When unchecked, the beam is checked for its equilibrium torsion.

Tcr = Torsional cracking strength of the section

Td = torque value used in control

Conformity torsion = If the presence of torsional moment in a system is not necessary for equilibrium, that is torsional fitness torsion.

If the option is not selected, the torsion control in the beams is controlled according to the condition of the balance torsion. Td = Tdhesap

Td = torque value used in control

Tdhesap = Largest design torsion moment found after analysis

Equilibrium torsion = Torsion is equilibrium torsion if the structural element and the system need torsional moment to maintain balance.

This beam is a support for a cantilever slab

If the beam cantilever is the support of a floor, this option can be selected. Otherwise, it should not be marked.

This beam is a shearwall coupling beam

If the option is selected, it ensures the automatic implementation of the commitment degree control in TBDY 2018 Article 4.5.4, regardless of the length / height ratio of the beams between the two walls. If the option is unchecked, the program ideCAD automatically applies the degree of adherence control for beams between two walls, with length and height ratio less than 5 (l / h ≤5). You can see these beams under the heading of tie beam degree in the general report of the earthquake regulation. Also, whether cross reinforcement design can be made or not according to TBDY 2018 Article 7.6.8 depends on this option. In order to apply "cross reinforcement", the option of cross reinforcement should also be selected.

Loads Wall Load

You can select the appropriate wall load from the list. The wall loads in the list are those defined in the load library. If you want to specify a value other than these values ​​as wall load, you can select the user-defined line from the list and enter the appropriate value from the dialog that opens. You can also add new wall loads to the load library yourself.

Wall height

Enter the height of the wall you want to be taken into account on the beam.

Automatic wall height

If this line is marked, the wall height to be considered on the beam is calculated automatically by the program.

Wall height = Story height - Upper story beam height

Note: If a wall is defined on a beam, a wall load must be defined in the wall settings.

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Beam

Measure

Listed

Explanation

Constant

Independent

The fixed measure used will be used exactly as the amount.

Length

Independent

It means that the length measure found while defining the material will be used exactly as the length value.

Front length

It means that the length of the material will be found by multiplying the length of the front side of the beam with respect to the beam viewing direction.

Back length

It means that the length of the material will be found by multiplying the length of the length measured while defining the material and the length of the back side of the beam according to the viewing direction.

Average length

It means that the length of the material will be found by multiplying the length value found when defining the material and the average length value found from the length of the front and back sides of the beam.

Average height

It means that the length of the material will be found by multiplying the length value found by taking the average of the height of the left and right ends of the beam with the length measure found while defining the material.

Thickness

It means that the length of the material will be found by multiplying the length measure found when defining the material and the thickness of the beam.

Area

Independent

It means that the area measure found while defining the material will be used exactly as the amount.

Front area

It means that the value to be found by multiplying the area measure found when defining the material with the area of ​​the front surface according to the beam's viewing direction will be used as the material area.

Back area

It means that the value to be found by multiplying the area measure found while defining the material with the area of ​​the surface on the back with respect to the beam's viewing direction will be used as the material area.

Front and back area

The value found by multiplying the area measure found when defining the material and the sum of the front and back areas of the beam will be used as the material area.

Start area

The value to be found by multiplying the area measure found while defining the material and the area of ​​the surface on the left according to the beam's viewing direction will be used as the material area.

End area

The value to be found by multiplying the area measure found while defining the material and the area of ​​the surface on the right according to the beam's viewing direction, means to be used as the material area.

Start and end area

When defining the material, the value found by multiplying the sum of the area measure found on the left and right sides of the beam with the surface area on the left and right means the material area will be used.

Top area

The value to be found by multiplying the area measure found when defining the material with the area of ​​the surface remaining on the beam, means to be used as the material area.

Bottom area

The value to be found by multiplying the area of ​​the area found when defining the material and the area of ​​the surface under the beam means to be used as the material area.

Top and bottom area

The value found by multiplying the sum of the area measure found while defining the material and the surface areas on the upper and lower sides of the beam will be used as the material area.

Side area

The total value found by multiplying each of the surfaces on the sides of the beam with the area measure found when defining the material means to be used as the material area.

Volume

Independent

It means that the volume measurement found when defining the material will be used exactly as the volume value.

Volume

It means that the volume measure found when defining the material will be used by multiplying the beam volume.

Count

Independent

The number measure found while defining the material will be used exactly as the material number.

Count

The number measure found while defining the material will be used exactly as the material number.

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Creating a Beam