Vehicular load distribution Lane element: Apply loads to the traffic line lane elements reflecting the eccentricity. Cross Beam group comprises of all the transverse elementsĦ Tip 1. For the calculation of the eccentricity, refer to the page 7 in this tutorial. Vehicular Load Distribution : Cross Beam. Load > Load Type > Moving Load > Traffic Line Lane > Add. For detail information of Vehicular Load Distribution, refer to the next page. The number of lanes is determined when performing analysis. Define traffic line lane (Lane_A) Depending on the design members, Lane_A could be notional lane No. In this tutorial, the locations of the lanes are shown below.ĥ Step-1. (EN 1991-:00.() ) In midas Civil, the user directly defines the locations of lanes, and the numbering of the lanes for design is automatically performed. Location and numbering of the lanes of the bridge For each individual verification, the number of lanes to be taken into account as loaded, their locations on the carriageway and their numbering should be so chosen that the effects from the load models are the most adverse. Table.1 Number and width of notional lanes Carriageway width w Number of notional lanes Width of a notional lane wl Width of the remaining area w = 9. Number and width of notional lanes EN 1991-:00.
Bridge overview Bridge type: Straight bridge Span m Carriageway width: 9. m Unit system: kn, m Lane definition Notional lanes & remaining area Location and numbering of the lanes Vehicle load Load Model 1 Load Model Load Model Moving load analysis option Concurrent forces Result evaluation Influence line Moving load tracer Envelope of member forces Revision DateĢ 1. 1 Moving load analysis (Eurocode 1-:00) Program Version V7.0 Program License Registered, Trial Overview Bridge overview span continuous composite girder bridge Span m Carriageway width: 9.
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