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span arrangement
In such cases, the cost of construction access can vary significantly dependent upon the span arrangement selected.
      
Once a span arrangement is determined and the framing geometry developed, preliminary pier costs can be estimated reasonably quickly.
      
Once a span arrangement has been selected, the girder web depth should be optimized.
      
Steel has the flexibility to be utilized for most any span arrangement.
      
Thus, shallower girders tend to be more appealing than deeper girders for the same span arrangement.
      
The optimum span arrangement lies at the minimum of the sum of the superstructure and substructure costs.
      
The span arrangement with the lowest total cost should provide the most cost-effective bridge.
      
When designing a plate girder bridge, the first and most important aspect of the design is to choose the proper span arrangement.
      
 

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