Design and Analysis of Industrial Roof Truss

The present paper describes design and analysis of industrial roof truss using manual method and staad pro method. For present work the equivalent static analysis is carried out for single storey steel building with pitched roof in zone II. It is nothing but the industrial structure. The industrial structures shall be designed and constructed to resist the wind effects in accordance with the requirements and provisions of IS: 875 (Part 3):1987. This standard describes the procedure for wind resistant of such structures .The stability analysis of single storey steel building with pitched roof is carried out using Software Computer Aided Design i.e., ( STAAD PRO ) .The main parameters consider in this paper to compare wind performance of buildings are bending moment ,shear force ,deflection and axial force. In this paper we only focus on industrial shed i.e., pitched roof truss. A building has to perform many functions satisfactorily. Amongst these Functions are the utility of the building for intended use and the occupancy, structural safety, fire safety and compliance with hygienic, sanitation, ventilation and day light standards. It included the provisions for the basic design loads to be assumed in the design of building. In this standards the whole calculations are done for the wind load which are most important for the design of the industrial shed i.e., pitched roof truss. The modal of the truss is analyze and design as per IS: 875 (Part1):1987, IS: 875 (Part2):1987, IS: 875(Part 3):1987 and IS: 800:2007. With the urge for sustainable, durable and economical construction various methods for designing, developing and constructing structures right from Class I structures like important service and community structures – Power plants, Reservoirs, health care centers, airports, frames, industrial structures like roof trusses to ordinary structures have been developed rapidly in the last few decades