DURA® T 875-20m (Fulll Bridge
Analysis)
FE MESH
3D Isotropic View
3D Cross Section View
3D Elevation View
Loading
Load Case 1 (G1): Self-weight of girders +
prestressing (assume 500mm transfer length at both ends).
Load Case 2 (G2): Self-weight of 50mm thk.
SFRC topping (non-structural load of 1.2 kPa).
Load Case 3 (G3): Self-weight of parapets
(non-structural load of 10.8 kN/m).
Load Case 4 (Q1): 1 unit of full HA
loading + 1 unit of 1/3 full HA loading.
Load Case 5 (Q2): 2 units of full HA
loading.
Load Case 6 (Q3): 1 unit of full 45HB
loading.