Model description

• Create a new model from template. Define as a simple span, 40m long, with steel girders cross-section.

• Release the bearing at the end abutment to achieve a simply supported condition.

• Define point, line, and area loads in separate load cases as follows:
  
  
  • Point load: 10kN load applied at station 20, centered transversely.
  • Line load: 1kN/m load applied between stations 15 and 25, centered transversely.
  • Area load: 0.1kN/m^2 load applied between stations 15 to 25 and across the width of the deck.
    
    These loads will all cause an effect equivalent to loading the bridge midspan with a 10kN point load

• Run the analysis and check the midspan moments. For point loading, the theoretical midspan moment is given as follows:

Plan, elevation, and section diagrams depicting load application are given in Figure 1:

Model development

Define and apply loads

Use the Loads > Loads - Point command to define a new point load, as shown in Figure 2:

Use the Bridge > Loads > Point Loads command to assign the previously defined point load, as shown in Figure 3:

Using a similar approach, define and apply line and area loads.

Results

The moment diagrams below (Figures 4-6) depict the midspan moment expected.

Attachments

• CSiBridge V15.0.0 model (zipped .SDB file)