This introductory tutorial provides an overview for using LARSA 4D for the analysis of a straight, two-span, single girder bridge. The topics discussed in this tutorial include post-tensioning, staged construction analysis, and live load using influence lines.
The example bridge in this tutorial consists of a T-shape cross-section. It has two spans of 100 feet each. The abutments are modeled as bearings supporting translation and rotation. The pier is modeled as a bearing supporting vertical displacement only.
In this video we'll continue with our bridge example and assign the material and cross-section properties for our LARSA 4D bridge model.
In this video we'll define joints, members, and abutment bearings to lay out the geometry of our bridge model along the global x-axis.
In this video we'll define joints, members, and abutment bearings to lay out the geometry of our bridge model along the global x-axis.
The video specifies how influence coefficients are computed on a lane on the bridge model, and assigns the vehicle and uniform load options according to AASHTO LRFD design code.
LARSA 4D's Staged Construction Analysis models changes to the structure over time. In this last video we'll create a basic set up for staged construction using construction and loading activities.