BENDING AND TORQUE MOMENT AT THE EXTREMITY A (from ref. [23] Belluzzi, O.)

Stiffness ratio

m

2

[−]

Radius of curvature

R

1200.00

[m]

Span length

L_{P10 - P11}

120.00

[m]

Angle subtended by the span

ϕ

0.10

[rad]

Distance between center of curvature and the centroid of the arc

OG

1199.50

[m]

Rise of the arch

f

0.61

[m]

Uniformly distributed load

w

88.00

[kN/m]

Constraint reaction

F_A

2518.55

[kN]

Bending moment at supported joint B

M_A

0.00

[kNm]

Torque moment at supported joint B

T_A

−680.38

[kNm]