Insights into Optimal Schemes of Radial Network Arch Pedestrian Bridge

Figure 3

Loading cases and intensities of variable and permanent loadings. (a) Symmetric loadings, (b) Asymmetric loadings: at γ = 1.0  =  = 10.0 kN/m; at γ = 1.50  = 12.86 kN/m,  = 8.57 kN/m; at γ = 2.0  = 15 kN/m,  = 7.5 kN/m.

(a)

(b)