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Ampaian Kain

The details of Load Model 1 are illustrated in Figure 4.2 a. The details of Load Model 1 are illustrated in Figure 4.2 a. Qi Qi Gik qi ik Qi Qi Gik qi ik (1) Lane Nr. 1 Q1k 300 kN q1k 9 kN m2 (2) Lane Nr. 2 Q2k 200 kN q2k 2,5 kN m2 (3) Lane Nr. 3 Q3k 100 kN q3k 2,5 kN m2 * For wj 3,00 m Figure 4.2a - Application of load Model 1 NOTE The application of 4.2.4-(2) and 4.3.2-(1) to (4) practically consists, for this model, of choosing the locations of the numbered lanes and the locations of the...

Section Actions on footways cycle tracks and footbridges

1 Load models defined in this section are applicable to footways, cycle tracks and footbridges. 2 The uniformly distributed load qfk defined in 5.3.2.1 and the concentrated load Qwk defined in 5.3.2.2 should be used for road and railway bridges as well as for footbridges, where relevant see 4.5, 4.7.3 and 6.3.6.2 1 . All other variable actions and actions for accidental design situations defined in this section are intended only for footbridges. NOTE 1 For loads on access steps, see 6.3 in EN...