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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