max. 1,5s or less if againsf wall

Id track gauge


Figure 6.17: Design situation I - equivalent load gA1d

Other variable actions shall not be considered in this calculation.

(3)P For determining the requirements and equivalent loads for design situation II, the bridge must not overturn or collapse. For the determination of overall stability, the equivalent load shall be taken as a vertical line load with a design value of Qa2«i = 80 kN/m, over a total length of 20,00 m, at a maximum distance from the track centre-line 1,5 times the gauge or acting on the edge of the structure under consideration.

| or less if against wall fO-o

1 A2d

| or less if against wall fO-o

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