Responsibilities:1. Design of Structures according to Plan in STAAD and ETABS2. Communicating any necessary changes that are required that are to be made in Arch Plangiving output from the design to the draftsman.3. Lead a drafting team to prepare the deliverables4. Verifying GFCs before submissions.5. creating design sheets when required6. Verifying the soil report

1. Studying the G.A layout and checking whether it has any overlap or fouling with existing site conditions2. Designing the Structure according to the requirement in STAAD .3. Designing foundations for various structures4. Providing feasible solutions according to the site conditions for complex structures.5. Leading drafting team for the completion of GFCsProjectsClient -RSPL1.Conveyors (Open and Closed Type) Spanning around 10 – 30 m with slope of 15-degree slope with widths of 3090, 5280 m designed with all considerations of wind load and surge loads. The trestles are sometimes designed straight up to 18 m height and sometimes are designed with slope according to the layout conditions and constraints.2. Piperacks(Embedded cable trays) Spanning around 150 to 600 m, Piperacks carrying Gas, oil and fluids, These piperacks are designed for various loads for pipes with varying dia from 100 mm to 1500 mm. Cable trays are also designed below the piperacks, sometimes these are routed separately without connecting to the piperack according to the conditions.3. Various Junction Houses have been designed for different requirements, to transfer the conveyors from one level to another, to change the direction.Client -Bengal Energy1. Conveyor Galleries: Various galleries for open and closed type have been designed with widths varying from 1090 to 5280 and some complex galleries also been designed were the galleries crossing each other at different heights. 2. Pump Houses, Benefication building, T.G Building, ECR Building,Ducting trestles: Trestles for various ducts, with fixed saddle and sliding saddles, etc.,Foundations for HR fan, ID fan, and slurry tanks, cloth wash pumps, AIR receivers, Heat Exchangers and 3. Vibrating Screens.4. Various other structures also have been designed, especially for the TATA STEEL and JSW projects.5. Material Take offs for projectsCodes used: IS 456, IS 800, IS 1893, IS 875

1. Drafting of Preliminary Drawings2. Design Reports for various structures3. Design of various RCC Buildings and Steel structures with STAAD Pro.4. Scrutiny of Design reports of various design Consultants.Projects :1. Weapon equipment store which spans about 50x48 m and with height of 21m2. Underground water Tank Sump and Pump House designed for capacity of 5.21 Lac Ltr with an underground depth of 3m into the soil.3. Officers mess for military personnel spanning around 30x18 m countering the contour of the land.4. Jetty 150 m.5. Fire Station 6. Culverts7. Retaining walls8. Various other buildings which are of level 1.Codes used: IS 456, IS 800, IS 1893, IS 875 PART 1,2 and 3, IS 13920Software used: STAAD Pro, STAAD Foundation Advance RCDC, MS Excel.

1. Preparing Quotations2. Site Supervising Works3.Updating DPR of Sites4.Preparing MTOs5. Preparing Estimates