DESIGN OF A STEEL DESIGN OF A STEEL FOOTOVER BRIDGEFOOTOVER BRIDGE

PROJECT GUIDE: Dr. R.L Sharma

A.K.Brahma (04140)Vikalp Awasthi (04129)

SECOND EVALUATION OF MAJOR PROJECT

CONTENTSCONTENTS

1) Project Overview2) Staad Modeling of Bridge3) Staad Analysis of Bridge4) Design of Steel Truss of the

Bridge5) Design of Steel Tower6) Design of RCC Slab7) Work Remaining8) Conclusion

PROJECT OVERVIEWPROJECT OVERVIEW

Design of a steel foot over bridge used for carrying Pedestrian Traffic

Span: 15mHeight above G.L: 10mWidth: 2.5mZone: IVTruss Height: 3.5mThe Design is based on IRS Steel

Bridge Code

STAAD MODELINGSTAAD MODELING

Front View

Bottom View3-D view

Maximum Force

STADD RESULTS

Contd..Contd..

Support Reactions

Design of Steel Truss Design of Steel Truss Vertical Truss Design

Contd…..Contd…..Bottom Truss Design

Contd..Contd..Design Of Steel Tower

Design Of RCC Slab Design Of RCC Slab Grade of concrete : 20 MPaSlab Thickness: 140 mmReinforcement : 8 mm @ 245

mm c/cDistribution Reinforcement: 8

mm @ 260 mm c/c

Work RemainingWork RemainingDesign Of Stair CasesDesign Of FootingsDesign Of ConnectionsDrawings of various Structural

componentsReport Preparation

ConclusionConclusionThe various components of the

projecthave been completed

Staad ModelingStaad Analysis Design Of TrussesDesign Of Base Slab Design of Steel Towers

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