Fig 114- Composite Steel Deck Slab

from Thesis- GWALIOR INTERNATIONAL CRICKET STADIUM

Fig 105- Types of Raft Foundation

EXTERNAL WALL SECTION (TYPICAL)

A detailed external wall section here shows the typical stand section of the stadium and the structure used. The Y- Columns and circular columns form the compression members and support the raker beams, on which the stands rest. The stands are supported from the rear side by a network of trusses, which go on to form elegant roof form. The slabs are formed by steel decking which is supported on castellated I- beams.

Dwg 34- Typical External Wall Section Source- Author (using AutoCAD) ELEVATION AND STRUCTURE

Fig 188- East Side Elevation (Structure) Source- Author EAST SIDE ELEVATION (Structure)

Dwg 35- East Side Elevation Source- Author (using AutoCAD) EAST SIDE ELEVATION

Fig 189- North Side Elevation (Structure) Source- Author NORTH SIDE ELEVATION (Structure)

Dwg 36- North Side Elevation Source- Author (using AutoCAD) NORTH SIDE ELEVATION

Fig 114- Composite Steel Deck Slab

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Fig 105- Types of Raft Foundation

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Fig 105- Types of Raft Foundation

Fig 104- Types of Raft Foundation

Fig 101- Movement System and Publicness on the East Side

Fig 97- Noise levels in and around the site

Fig 119- Details and working of Drainage System

Fig 117- Constructing Concrete Slabs

Fig 116- Constructing Concrete Slabs

Fig 118- Section Across Drainage System

Fig 121- Substation Working Diagram

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Thesis- GWALIOR INTERNATIONAL CRICKET STADIUM