Evaluate standard AASHTO I-girders, box sections, planks, and custom sections with gross and transformed composite properties.
AASHTO LRFD bridge girder workflow
AASHTO LRFD Prestressed Concrete Girder Design Software
PaiaRetain provides structural engineers with a comprehensive prestressed concrete bridge girder design and analysis tool based on AASHTO LRFD provisions. Evaluate girder section properties, HL-93 live-load effects, prestress losses, transfer and service stresses, flexural and shear resistance, and deflection through a structured calculation workflow.
Prestressed Girder Design Features
Capabilities below reflect the current calculation module and detailed report workflow.
Evaluate truck, tandem, and lane effects with station-by-station envelopes and governing moment and shear results.
Calculate applicable moment and shear distribution factors for interior and exterior girder behavior, including section-family branches.
Review elastic shortening, approximate time-dependent losses, strand masking, and effective prestress force states.
Check initial, transfer, and final service stresses, flexural resistance, minimum flexural reinforcement, and modified compression field theory shear design.
Review anchorage-zone reinforcement, interface shear, strand development, deflection, camber, and numerical substitutions in the detailed report.
Calculation Workflow
PaiaRetain follows the calculation sequence from normalized inputs and section properties through live-load effects, prestress losses, service checks, strength, local detailing checks, and deflection summaries.
For equations, assumptions, units, and implementation notes, see the Prestressed Girder Technical Reference.
Sample Prestressed Girder Calculations
Review a sanitized sample report showing section properties, HL-93 effects, prestress losses, stress checks, strength, detailing, and deflection results.
Start Prestressed Girder Design
Open the existing PaiaRetain project workflow to create or select a project, then open the prestressed-girder calculation. Login and registration behavior remain unchanged.