![]() It is further assumed that the two footway cantilever brackets weigh approximately 1/3 rd of the footways 4.2 kN/m 3.2 Design (1964) Traffic and Pedestrian Loading It is assumed that the breakdown of load between parapets, barriers and grillages is as follows: ![]() The following design dead loads are given in Table 2.5 (p.380) of the ICE report:įor the purposes of this study, the following breakdown of main span dead load is assumed: The loading applied in the original design is assumed to be reasonably indicative of the present condition. ![]() Current details of the bridge, and any subsequent modifications, are not available at this time.
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