Grillage for bridge wing wall type 1
A grillage analysis for a bridge wing wall (type 1 – see extract) supported on fixed or rotational springs using a stiffness matrix based on 3 degrees of freedom at each joint – vertical deflection and 2 rotations. Loading is by joint forces or moments in 2 directions. Rotational restraints can be modelled for wing wall base and abutment supports where applicable. Model facilitates the analysis of earth pressures and vehicle surcharge loading..
- General arrangement allowing definition of geometry
- input data for beam and support properties
- loading input and results summary for key shear, moment and displacement results
- matrix parameters and full set of results.