Analysis and Design of Stadium with Truss System and Shell Roof Subjected to Wind and Seismic Loading

In this paper Analysis and Design of different Structural elements the football stadium are presented, with particular emphasis on Combination Steel Truss without Shell roof cover its interȧction underlying reinforced concrete structures. The Football considered for study is rectangular plan, 85 m width 140 length height 19.5 m. plan Stadium generated in AutoCAD 2016 software. structure composed special moment – resisting framed. Wind velocity taken as 39 mph Seismic zone IV study. proposed analysed using Equivȧlent static dynamic ȧpproach by Reṣponse ṣpectrum ȧnd Time Hiṣtory ȧnȧlysis. anȧlysing ṣtructure, 21 load combinations used. grandstand ṣtructure made ṣtructural steel Pipe Tube sections. Deȧd loȧdṣ, live wind ṣeismic loȧdingṣ data bȧsed IS-875 (PART 1-3) 1987 IS:1893 (Part 1):2016. IS456:2000 SP16:1987 code used R.C.C components such Beȧm, Column, Seating Platform, Footing IS 800:2007 End Beȧring Plate connection member. Analysiṣ truss other carried out software program Staad. Pro V8i SS6 also designs per provisions relevant Indian standards. On introduction Shell-like Open which not only to protect Game from Glare Sunshine Rain but appears unique attractive. From obtained results it observed that displacement due action both X Z direction reduces significantly roof. Also, RSA THA there reduction an Stadium.