Hypothesis F Test and IRC Load Case Analysis in Deck Slab Structure Modelling in Staad Pro Software
Keywords:
Seismic design, Highway bridge, Foundation, Liquefaction, Design Specifications for Highway BridgesAbstract
In this study the T-beam bridge is to be analysis and design on the STAAD pro software. A T-beam bridge is composite concrete structure which is composed of deck slab. This project looks on the work of analysis and design of bridge deck on software STAAD pro v8i. The bridge model is taken of a particular span and carriageway width the bridge is subjected to IRC loadings like IRC Class tracked loading etc. In this work analysis of future variation on banding and deflection with respect to span of bridge using F test Hypothesis method. This optimize values are assign its durability of performance. The research emphasizes statistical validation of structural parameters through the F-test, ensuring the reliability of design assumptions. IRC-specified vehicular load cases are incorporated to evaluate bending moments, shear forces, and deflection responses in the deck slab. STAAD Pro’s finite element modeling facilitates accurate simulation of structural behavior under varying conditions. The combined approach ensures not only code compliance but also improved accuracy in predicting structural performance, thereby supporting safe, efficient, and cost-effective design practices.
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