The aim of this project is to model and analyse the box culvert using STAAD PRO software. Relevant IRC Codes are required to be referred in the analysis and design of box culverts. The structural design involves consideration of load cases (box empty, full, surcharge loads etc.) and factors like live load, effective width, braking force, dispersal of load through fill, impact factor, coefficient of earth pressure etc. The cushion depends on road profile at the culvert location. are decided by hydraulic considerations and site conditions.

Since culvert pass through the earthen embankment, these are subjected to same traffic loads as the road carries and therefore, required to be designed for such loads. These can be constructed with different material such as masonry (brick, stone etc) or reinforced cement concrete. Culverts can be of different shapes such as arch, slab and box.

The culverts are also required to balance the flood water on both sides of earth embankment to reduce flood level on one side of road thereby decreasing the water head consequently reducing the flood menace. In this undertaking we are thinking about psc piece connects by and large oppressed gravity stacks just and managing the wellbeing checking by utilizing probabilistic put together evaluation with respect to psc chunk spans.īox Culverts are required to be provided under earth embankment for crossing of water course like streams, Nallas across the embankment as road embankment cannot be allowed to obstruct the natural water way.

Thusly new innovations for review, evaluation, upkeep, reinforcing are required. Additionally the requests of the structures are diverse currently contrasted with when they were raised, for instance the heaps are higher, less unsettling influences in rush hour gridlock are acknowledged and higher traffic streams are available. In the most recent decade's new procedures in upkeep, review and evaluation of out foundations have been created to make it conceivable to keep on utilizing the structures longer than the planned administration life. The quantities of common structures, for example, spans, burrows, holding dividers, dams, and so forth have expanded significantly the most recent a long time since an expansion in development were available in the sixties. This undertaking depicts a Civil Structural Health Monitoring (CSHM) technique for evaluation of common structures by utilizing a blend of cutting edge observing gear with probabilistic based appraisal.

Moving load case in midas civil 2011