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Tutorial

Name:

Applying point, line, and area loads to bridge objects

Description:

This tutorial demonstrates point-, line-, and area-load application to bridge objects.

Program:

CSiBridge

Version:

15.0.0

Model ID:

na

On this page:

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:

 

Figure 1 - Load application diagrams

 

Model development

Define and apply loads

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

 

Figure 2 - Define point load

 

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

 

Figure 3 - Assign point load

 

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

Results

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

 

Figure 4 - Point load moment diagram

 

Figure 5 - Line load moment diagram

 

Figure 6 - Area load moment diagram

Attachments