Location of Retaining Wall Settings Dialog
The column that appears after running the retaining wall command is also available in the auxiliary toolbar.
General Settings
Specifications | Explained |
|---|---|
Retaining wall name | Enter the name of the retaining wall that will appear in the meter and report. |
Active Scan | Select the color and hatch type of the retaining wall from the window that opens when clicked. |
Retaining wall color | Select the color and hatch type of the retaining wall from the window that opens when clicked. |
Line Type | The line type of the line forming the retaining wall is selected in the plan. Clicking the down arrow buttons to the right of the boxes opens the list of line types. From this list, the desired line type is selected by clicking with the left mouse button. |
Materiel | The material to be covered on the retaining wall in the solid model is selected. The retaining wall is covered with the selected material and displayed in the solid model like this. |
Actual tissue length | Tissue length is entered. For example; If 1 unit is entered, the selected material texture width is taken as 1 unit and covered on the selected object. Considering that the texture is in the form of a square, the object surfaces are covered with 1x1 textures arranged side by side. |
Show your name in the plan | If checked, the name of the retaining wall appears on the drawing screen. |
spleen | These are the options that determine where the retaining wall will be defined. If the virtual axis joining the nodes at the two ends of the retaining wall will coincide with the upper edge of the retaining wall, the upper side is marked, if it coincides with the lower edge, the lower option is marked, and the middle option is marked if it will pass through the middle. If the virtual beam axis will pass through another line, the Defined option is checked and the distance to the upper edge of the retaining wall is entered in the lower data entry box. |
Symmetry | It takes the symmetry of the retaining wall according to its axis. |
Drainage and ground parameters | In the retaining wall drawings, you can edit the diameters of the spout and drainage pipes to be shown on the wall, and the proctor ratio information of the backfill floor in this section. |
Table reinforcement | You can arrange the diameter, dimensions of the trestle reinforcement to be used on the basis of the retaining wall and how many will be used per square meter from this section. |
Dimensions
Specifications | Explained |
|---|---|
Dimensions | Dimensions are given to the program according to the drawing shown in the dialog. |
Base thread | If there will be base thread, the option is selected and base thread dimensions are entered. |
Soil parameters | Adjust the heights of the soil on the active and passive side. You can also define the angle that the soil on the active side makes with the retaining wall. Adjust the heights of the soil on the active and passive side. You can also define the angle that the soil on the active side makes with the retaining wall. You can instantly watch the changes you have made in the drawing on the right. |
Analysis Parameters
Specifications | Explained |
|---|---|
Static material | Select the reinforced concrete material to be used in the retaining wall calculation and reinforced concrete from the list. |
Short period spectral acceleration coefficient | Enter the predicted Sds value for the retaining wall according to TBDY 2018. |
Static-equivalent reduction coefficient | According to TBDY 2018 Table 16.7, the r coefficient to be used in the calculation of soil pressures is selected.  |
Floor unit volume weight | Enter the unit weight of the floor to be used as backfill. |
Soil skid resistance angle | Enter the slip resistance angle value according to the type of backfill soil. |
Surge load (Active side) | If available, enter the discharge load value on the active side. |
Backfill cohesion coefficient (cd) | Enter the cohesion value of the backfill soil. |
Friction angle between foundation and ground: | You can neglect the friction, use the calculated friction value, or enter your calculated friction angle value. |
Floor class | You can select the ground class according to TBDY 2018 from the list. |
Ground bearing strength (qt) | The basic bearing strength for TBDY 2018 is the design strength (q t ). It is determined according to the soil report. The basic bearing strength design strength q t is the ratio of the soil characteristic strength q k to the strength coefficient value of 1.4. (TBDY 2018 Article 16.8.2) |
Soil cohesion coefficient (c) | Enter the cohesion value of the soil. |
Floor type | The determined ground type is selected from the list. |
Shear strength (cu) | The undrained shear strength value determined in cohesive soils is entered. |
Friction coefficient | Give the value of the friction coefficient of the ground according to the type of ground. |
Security Coefficients
Specifications | Explained |
|---|---|
Tipping safety coefficient | The coefficients to be used in the overturning safety calculations are determined from the relevant boxes for earthquake and non-earthquake situations. |
Slip safety coefficient | The coefficients to be used in slip safety calculations are determined from the relevant boxes for seismic and non-seismic conditions. |
Passive coefficient of resistance | The coefficients to be used in the passive resistance strength safety calculations are determined from the relevant boxes for earthquake and non-earthquake situations. |
Wholesale collapse coefficient | The coefficients to be used in the wholesale collapse safety calculations are determined from the relevant boxes for earthquake and non-earthquake situations. |
Negative ground stress control | As a result of the foundation analysis, negative soil stresses may occur. If this option is selected, if there is a fundamental negative stress, the program will give a message of negativity at the end of the calculation. |
Building Components
Add Building Components : Assigns the building materials defined for detailed building components metrics to the object.
Click on the building components button.
The Component Selection dialog will open.
In this dialog, click on the folder related to the material from the list on the left. Click on the material you want to use.
Set the parameters on the right.
Click the OK button. The "Component Selection" dialog will be closed. A summary line of the material will appear in the Building Components tab. More than one material assignment can be made to an object.
The parameters available in the component selection dialog are:
In the usage section;
No change: The amount of material to be assigned for the object in question is marked when it is desired to be used in the size that was previously specified in the material definition.
Percentage ratio: This line is marked when it is desired to be used with the percentage of the amount previously determined in the material definition as much as the value entered in the "Value 1" line in the same dialog. For example, if the material quantity is 70, if the line “Value 1” says 40, it means the material amount will be used up to 40 * 70%.
Newly defined: This line is marked to use the amount entered in the "Value 1" line in the same dialog instead of the amount previously determined in the material definition.
Multiplier: This line is marked in order to use the value found at the end of the multiplication of the value entered in the "Value 1" line in the same dialog with the amount previously determined in the material definition.
Fractional: This line is marked so that the amount determined in the material definition before will be used as much as the fraction value formed by the values entered in the "Value 1" and "Value 2" lines in the same dialog. "Value 1" is the denominator "Value 2" is the denominator.
Proportion: It is determined to what scale-area, circumference, length etc.-, region-side area, top, edge etc.- the material will be proportioned to. The content of the proportional list box is automatically determined according to the object and the size of the material. For example, a different list will be created if an operation is made for the column, a different list will be created for the library, a different list for the volume, and a different list for the field.
The lines that appear in the Proportion list according to the ladder object and material size are as follows:
Retaining wall | ||
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. |
Domain | Independent | The area measure found when defining the material will be used exactly as the area of the material. |
Volume | Independent | The volume measure found when defining the material will be used exactly as the volume of the material. |
| volume | The volume measure found when defining the material will be used exactly as the volume of the material. |
Number | Independent | The number measure found while defining the material will be used exactly as the material number. |