Supported design properties of the materials
Index | Design property | Unit | Description |
|---|---|---|---|
1 | fy | Mpa | Yield strength |
2 | fu | Mpa | Ultimate strength |
3 | fu(minimum) | MPa | The specified minimum tensile strength |
4 | Ry | - | The ratio of the expected yield stress to the specified minimum yield stress |
5 | Rt | - | value used to calculate the expected tensile strength for the seismic detailing checks |
Index | Design property | Unit | Description |
|---|---|---|---|
6 | fck | Mpa | Characteristic compressive cylinder strength |
7 | fcm | Mpa | Mean compressive strength |
8 | fctm | Mpa | Mean tensile strength |
9 | fctk 05 | Mpa | Five percent quantile of tensile strength |
10 | fctk 95 | Mpa | Ninety five percent quantile of tensile strength |
11 | eps c2 | - | Strain at reaching maximum strength for calculation of bearing capacity |
12 | eps cu2 | - | Ultimate strain for calculation of bearing capacity |
13 | eps c3 | - | Strain at reaching maximum strength for calculation of load effect |
14 | eps cu3 | - | Ultimate strain for calculation of load effect |
Index | Design property | Unit | Description |
|---|---|---|---|
15 | E0.05 | Mpa | 5% Modulus of elasticity parallel to grain |
16 | E90, mean | Mpa | Mean modulus of elasticity perpendicular to grain |
17 | fmk | Mpa | Characteristic bending strength |
18 | ft0k | Mpa | Characteristic tensile strength parallel to grain |
19 | ft90k | Mpa | Characteristic tensile strength perpendicular to grain |
20 | fc0k | Mpa | Characteristic compressive strength parallel to grain |
21 | fc90k | Mpa | Characteristic compressive strength perpendicular to grain |
22 | fvk | Mpa | Characteristic shear strength |
Last modified 1yr ago