In this study the main structural components of the cricket stadium are presented, with the combinations of the superstructure with the priority on the steel roofstructure. The cricket stadium comprise shape are considering the elliptical plan, the main purpose of this study to analyze the steel roof tubular truss for under the long span for cricket stadium according to the Indian standards codes IS: 800-2007. The tubular hollow section can be used for this study so as per IS-4923:1997and design ‘Howe truss’ can be used. The dead load, live load, wind load and some other combination, wind load can be considering as per IS-875(PART-3):2015. The tubular roof truss is perfect alternate sources of the convenient comparatively optimum specification. Analysis of tubular truss elements was carried out with software program of staad pro and also the manually applying as per Indian standards and ACI-318-14(American concrete standards) and SP-38(S&T).
Volume 11 | 08-Special Issue
Pages: 3391-3405