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Specifications | Description |
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Static Structural material | Select the reinforced concrete structural material to be used in the retaining wall calculation and reinforced concrete from the list. |
Short period Design spectral response accelerationcoefficientparameter | Enter the predicted Sds SDS value for the retaining wall according to TBDY 2018. |
Static-equivalentearthquake reduction coefficient (r) | According to TBDY 2018 Table 16.7, the r coefficient to be used in the calculation of soil pressures is selected.  |
Floor Soil unitvolumeweight | Enter the unit weight of the floor soil to be used as backfill. |
Soilskidshear resistance angle | Enter the slip soil shear resistance angle value according to the type of backfill soil. |
Surge load Overload (Active side) | If available, enter the discharge load overload value on the active side. |
Backfill cohesioncoefficient(cd) | Enter the cohesion value of the backfill soil. |
Frictionanglebetweenfoundationretaining wall andground:soil | You can neglect the friction, use the calculated friction value, or enter your calculated friction angle value. |
Floor classSoil grade  | You can select the ground class according to TBDY 2018 from the list. |
Ground bearing strength Soil design resistance (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 Ground cohesioncoefficient(c)  | Enter the cohesion value of the soil. |
Floor Soil type  | The determined ground type is selected from the list. |
Shearstrengthresistance (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. |
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Safety Coefficients Tab
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Specifications | ExplainedDescription |
|---|---|
Tipping Overturning safetycoefficientfactor  | The coefficients factors to be used in the overturning safety calculations are determined from the relevant boxes for earthquake and non-earthquake situations. |
Slip safetycoefficientfactor  | The coefficients factors to be used in slip safety calculations are determined from the relevant boxes for seismic and non-seismic conditions. |
Passivecoefficient ofresistance strength factor  | The coefficients factors 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 Downfall strength factor | The coefficients factors to be used in the wholesale collapse downfall strength safety calculations are determined from the relevant boxes for earthquake and non-earthquake situations. |
Negative ground stresscontrolcheck  | 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. |
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Components Tab
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Add Building Components : Assigns the building materials defined for detailed building components metrics to the object.
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The parameters available in the component selection dialog are:
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In the usage section
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No changemodification: 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 definedOverride: This line is marked to use so that the amount quantity entered in the "Value 1" “Value 1” line in the same dialog will be used instead of the amount quantity 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.
FractionalFraction: This line is marked so that the amount determined in the material definition before will be used as much as the fraction value formed created 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.
ProportionProportional to: 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.
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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. |
DomainArea | 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. |
| volumeVolume | The volume measure found when defining the material will be used exactly as the volume of the material. |
NumberCount | Independent | The number count measure found while defining the material will be used exactly as the material numbercount. |