- Covers bridge load rating principles and calculation of Rating Factor (RF) using ALL Model 1 and ALL Model 2.
- Demonstrates Strength and Serviceability Limit State verification within a structured assessment workflow in MIDAS CIVIL NX.
- Shows how assessment partial factors, load combinations, and reserve factor tables (Flexure, Shear, Torsion, SLS) are applied.
- Automates assessment reporting through MS Excel generation aligned with CS 454.
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Description
This webinar presents the assessment of PSC bridges in accordance with CS454, with practical implementation in MIDAS CIVIL NX.
The Session Covers
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Bridge load rating principles and Rating Factor (RF)
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Application of ALL Model 1 and ALL Model 2
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Strength and Serviceability Limit State verification
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Assessment verification workflow in MIDAS CIVIL NX
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Automated Excel report generation aligned with CS 454
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A complete workflow is demonstrated from live load modelling to assessment reporting.
Key CIVIL NX Features Covered
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CS454 moving load analysis (ALL Model 1 & 2)
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Automatic application of assessment partial factors
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Material and reinforcement definition for verification
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Assessment load combination setup
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Reserve factor tables (Flexure, Shear, Torsion, SLS)
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Automated MS Excel report generation
3 Takeaways for Attendees
Apply CS454 live load models correctly for PSC bridge assessment.
Perform flexure, shear, torsion and SLS verification in MIDAS CIVIL NX.
Generate structured CS454-compliant load rating reports directly from analysis results.
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