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 x103 mm2
Moment of Inertia X
Ix = 0 x109 mm4
Moment of Intertia Y
Iy = 0 x109 mm4
Warping Constant
Cw = 0 x1012 mm6
Torsional Constant
J = 0 x109 mm4
Picture 1.
Section Dimensions
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| Variable | Symbol | Value | Units |
|---|---|---|---|
Centroid X | cx | 0 | mm |
Centroid Y | cy | 0 | mm |
Area | A | 0 | x103 mm2 |
Moment of Inertia X | Ix | 0 | x109 mm4 |
Moment of Intertia Y | Iy | 0 | x109 mm4 |
Warping Constant | Cw | 0 | x1012 mm6 |
Torsional Constant | J | 0 | x109 mm4 |
Principal axes angle | phi | 0 | deg |
Section Modulus Y+ | Zy+ | 0 | x106 mm3 |
Section Modulus Y- | Zy- | 0 | x106 mm3 |
Section Modulus X+ | Zx+ | 0 | x106 mm3 |
Section Modulus X- | Zx- | 0 | x106 mm3 |