ANALYSIS & DESIGN OF CONVENTIONAL STEEL SHED

ANALYSIS & DESIGN OF CONVENTIONAL STEEL SHED

1Bhumi D. Bhandarkar, 2Dr. S.G. Makarnde, 3Mr. Amar Dehane

1Student, 2 Professor, 3 Assistant  Professor

Master of Technology (Structural Engineering),

Bapurao Deshmukh College of Engineering, Sevagram, Wardha – 442 102 (M.S

Abstract— Conventional steel buildings or sheds are traditional metal structures constructed by rolled steel sections which are designed individually and fabricated at site using welding and cutting. An industrial building with a plan dimension of 20 m x 30 m, and Clear height of 10 m, and roof slopes that are practically viable is taken into consideration for analysis and design in this study. This paper Introduces the Design and Analysis of Conventional steel shed which should be stand for Stability to prevent overturning, sliding or buckling of the structure, or parts of it, under the action of loads. It includes Pratt Type Truss shed design with 5 MT E.O.T Crane loading on the structure and some unpredicted loading, i.e. dead, live, wind & Seismic Loading, and create the model of designed shed geometry. The Designed is carried out as per IS800-2007, for wind load IS875-part III & for Seismic load IS1893-2002 is Considered.

Index Terms— Conventional Steel Shed, IS800-2007, IS875-Part III, Pratt type Truss, 5MT E.O.T Crane.