Truss Bridge Template
Truss Bridge workflow enables you to:
Generate a 3D model of a Truss Bridge — including trusses, arches, hangers, cables, bearings, substructure, and deck — parametrically, and export it to dgn/dxf/ifc files.
Create a parametric FEA model for the entire bridge system, including truss members, arch elements, cable elements, and supporting substructure.
Apply loads for FEA:
Surface, line, and point loads on structural elements.
Dedicated truss element loads.
Influence-surface based live loads, braking, and centrifugal forces (HL93, Legal Trucks, Permit Trucks, Railroad Cooper E80, user-defined vehicles).
Wind loads on structure and wind on live load based on AASHTO.
Uniform temperature loads.
Tendon stressing for pier cap and column tendons.
Prestressing and pushover loads.
Create Staged Construction Models:
Truss member erection sequence including gusset-plate bolted connections.
Arch element and hanger erection.
Cable stressing and sequential tensioning for pylon cables and truss cables.
Deck pouring sequence in transverse and longitudinal directions (truss-bridge specific casting configuration).
Deconstruct arch, truss, cable, deck, and substructure components for rehabilitation.
Add/remove temporary supports.
Run time-dependent staged construction analysis in your web browser with creep, shrinkage, and relaxation effects.
Design and Load Rate truss members and supporting substructure following AASHTO and Manual for Bridge Evaluation.
Export the finite element model to LARSA 4D, CSI Bridge, or Midas for comparison with OpenBrIM.FEA.
Generate parametric 2D drawings (plan, elevation, framing, abutment, foundation, vertical clearance) and export to dgn or dxf.
With this workflow, whenever you modify a bridge component parameter or alignment, all associated results/reports automatically update — showcasing parametric bridge engineering in the OpenBrIM Platform.
Please refer to the following pages to understand the meaning of each parameter for each bridge component and define them accordingly.
Last updated