Supported design properties of the materials¶
Steel Specific Material Properties¶
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 |
Concrete Specific Material Properties¶
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 |
Timber Specific Material Properties¶
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 |