ANALYTICAL CALCULATION (Wong, Y.C.) | |||
Coefficient m | m | 2.09 | [−] |
Radius of curvature | R | 1200.00 | [m] |
Span length | LP10 - P11 | 120.00 | [m] |
Angle subtended by the span | ϕ | 0.10000 | [rad] |
Distance between the center of curvature and the centroid of the arc | OG | 1199.50 | [m] |
Rise of the arch | f | 1.50 | [m] |
Uniformly distributed load | w | 88.00 | [kN/m] |
Constraint reaction | Fb | 5280.00 | [kN] |
Torsion coefficient | ct | 2.14E−08 | [−] |
Bending coefficient | cm | 8.34E−04 | [−] |
Bending moment at supported extreme B | MB | 105,671.79 | [kNm] |
Torque moment at supported extreme B | TB | 2.71 | [kNm] |