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Joshi Malay Mukundbhai

SD4008

Parametric Modelling and Design Long Span structure

The project deal with the pedestrian bridge. bridge type is suspension arch bridge. Bridge Consist of Steel Truss Arches, R.C.C. slab, Suspension cables.Bridge length is 300 m, slab width is 9 m and arch height is set as span to depth Ratio 1: 4.5 to 1:6. Pier to Pier Distance is 200 m and rest each side 50 m is cantilever. Concrete slab supported on two long arches with suspension cables and compression member. The structure shall be analysed and designed for gravity and lateral loads as per IS codes.  


Report Content

FORM EXPLORATION

PARAMETRIC FORM ITERATIONS IN GRASSHOPPER BASED ON STRUCTURAL PARAMETERS

PARAMETRIC STRUCTURAL ANALYSIS IN KARAMBA

STAAD ANALYSIS

STAAD ANALYSIS

STAAD ANALYSIS

CONNECTION DETAILS

BASE PLATE - PIER CONNECTION DETAILS

CONNECTION DETAILS

BASE PLATE - PIER CONNECTION DETAILS