The client required a box culvert bridge to be designed for crossing a small river in Kasargod, Kerala. The culvert dimensions were 7.5m X 4.3m with the road carriage way width of 7.5m. The scope of the project was to find the slab dimensions of the box culvert with the reinforcements. The culvert was modelled as fine meshed plate elements and beams are run width-wise to apply moving loads on the top slab. The model was designed for trailer loads as per IRC 6: 2017 and designed as per IS 456: 2000.

The scope of the project was to design isolated and combined foundations for a series of buildings for Customs in Bhairahawa, Indo-Nepal Border. The isolated footings were designed in STAADFoundation. The combined footings were designed as fine meshed plate element in STAAD.Pro with a line element as pedestal to apply the loads from the superstructures. The model was designed as per IS 456: 2000

The scope of the project was to design a machine foundation for hydraulic pressers. The foundation was modelled and designed in STAAD.Pro as finely meshed plate element as base slab. Dynamic Load of the presser was applied on the model and analysis was done as per IS 456: 2000.

The scope of the project was to design the frame and foundations of a Railway station building as per client requirements. The building frames were modelled in ETABS and designed as per IS 456: 2000 various loads including seismic loads and wind loads. Temperature loads were also applied to the structure as the building length was more than 45m.