Australian Bridge Concrete Girders
Section properties for bridge concrete girders: Tee-Roff and Super-Tee sections.
Community
Centroid X
cx = 0 mm
Centroid Y
cy = 0 mm
Area
A = 0 mm²
Moment of Inertia X
Ix = 0 mm⁴
Moment of Intertia Y
Iy = 0 mm⁴
Warping Constant
Cw = 0 mm⁶
Torsional Constant
J = 0 mm⁴
The table is not uploaded or the values for the variables: do not match table records.
Picture 1.
Section Dimensions
| Variable | Symbol | Value | Units |
|---|---|---|---|
Centroid X | cx | 0 | mm |
Centroid Y | cy | 0 | mm |
Area | A | 0 | mm² |
Moment of Inertia X | Ix | 0 | mm⁴ |
Moment of Intertia Y | Iy | 0 | mm⁴ |
Warping Constant | Cw | 0 | mm⁶ |
Torsional Constant | J | 0 | mm⁴ |
Principal axes angle | phi | 0 | deg |
Section Modulus Y+ | Zy+ | 0 | mm³ |
Section Modulus Y- | Zy- | 0 | mm³ |
Section Modulus X+ | Zx+ | 0 | mm³ |
Section Modulus X- | Zx- | 0 | mm³ |