GGU-SLAB: System description (Example 2)

The bridge slab in Example 1 will now be seriously abused by:

• applying a subgrade of 1000 kN/m³ at all nodes,

• eliminating support conditions at the left and right boundaries and

• applying a point load of 100 kN at the points (x = 3.0; y = 2.4) and (x = 7.0; y = 3.6) respectively.