From: Finite element analysis of reinforced concrete curved box-girder bridges
Properties | Span, L (m) | |||||
---|---|---|---|---|---|---|
25 | 30 | 35 | 40 | 45 | 50 | |
Thickness of top flange, ttf (m) | 0.30 | 0.30 | 0.30 | 0.30 | 0.30 | 0.30 |
Thickness of bottom flange, tbf (m) | 0.30 | 0.30 | 0.32 | 0.34 | 0.36 | 0.38 |
Thickness of web, tw (m) | 0.30 | 0.32 | 0.34 | 0.36 | 0.38 | 0.40 |
Sectional area, A (m2) | 6.42 | 6.82 | 7.37 | 7.95 | 8.57 | 9.24 |
Moment of inertia, I (m4) | 6.80 | 10.35 | 15.16 | 21.16 | 28.48 | 37.26 |
Section modulus, Z (m3) | 6.74 | 8.50 | 10.39 | 12.38 | 14.49 | 16.72 |