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The following notation for material parameters is used:
| fck | - | characteristic value of cylindrical strength of concrete in compression |
| fcd | - | design strength of concrete in compression |
| fcm | - | average value of tensile strength of concrete |
| fctk0,05 | - | lower value of the characteristic tensile strength of concrete |
| fctd | - | design strength of concrete in tension |
| fyk | - | characteristic strength of steel |
| fyd | - | design strength of steel in tension |
The characteristic compressive strength of concrete is the basic input parameter given by the class of concrete – it serves to derive the remaining coefficients of reliability.
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Standard values of coefficients αcc,γc,αct,γs are built-in the program – these values can also be inputted by the user depending on the selected National supplement.
The most common notation for geometrical parameters:
| b | - | cross-section width |
| h | - | cross-section depth |
| d | - | effective depth of cross-section |
| z | - | lever arm (arm of internal forces) |
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