Design of Industrial Building
Keywords:
Limit State Method, Working Stress Method, Flexural Strength, Fink Type Roof Trusses, Staad ProAbstract
In this project work it is proposed to carry out the design of an industrial steel storage shed by limit state
method based on IS 800-2007 (LSM) and comparing the results with the same obtained by working stress method based
on IS 800- 1984, for a structure with the same dimensions & loading. An industrial shed of steel truss of 48m x 16.0m
having a bay spacing of 4.0m with a column height of 11m. is considered in the Industrial area of East Delhi. The fink
type roof trusses have the span of 16 meters. The structure is modeled in STAAD Pro, analysis and design software. A
full 3D model is generated. This project is all about analysis of loads & forces acting on the members of the above
structure & their design. Loads acting on the structure are gravity loads (dead & live), Crane Loads, wind loads, and
seismic loads calculated using Indian Standard code IS 875-1987 (part I), IS 875-1987 (part II), IS 875-1987 (part III)
and the section properties of the specimens are obtained using steel table. In this structure snow loads are not considered
as Delhi does not encounter snowfall at all. The main aim of the project is to provide which method is economical and
provide more load carrying capacity and high flexural strength.
