International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 06 | June 2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 1484 Pre-Engineered Building Design of an Industrial Warehouse Anisha Goswami 1 , Dr. Tushar Shende 2 1 M.Tech Student, Dept. of Civil Engineering, G.H. Raisoni Academy of Engg. & Tech, Nagpur, Maharashtra, India 2 HOD, Dept. of Civil Engineering, G.H. Raisoni Academy of Engg. & Tech, Nagpur, Maharashtra, India ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract – Pre-Engineering Building(PEB) concept of single story industrial construction. The Present work involves the comparative study and design of Pre- Engineering Buildings (PEB) and Conventional steel Building (CSB). Conventional Steel Building is old concept which take lots of time, quality and typical erection factor to modified that issues Pre-Engineering concept is developed. It introduced to the Indian market in ͷ99Ͷ’s.PEB concept is totally versatile not only due to its quality, prefabrication, light weight and economical construction. The study is achieved by designing a typical frame of Industrial warehouse shed using both the concept and analyzing the designed frame using the structural analysis and design software STAAD Pro. Key Words: Pre-Engineering Building, Conventional Steel Building, STAAD Pro. 1. INTRODUCTION An Industrial Warehouse is a storage building and is usually characterized as single storey steel structures with or without mezzanine floors. The enclosures of these structures may be brick masonry, concrete walls or GI sheet coverings. These buildings are low rise steel structures characterized by low height, lack of interior floor, walls, and partitions. The roofing system for such a building is a truss with roof covering. The walls are generally non-bearing but sufficiently strong enough to withstand lateral forces caused by wind or earthquake. The designing of industrial warehouse includes designing of the structural elements including principal rater or roof truss, column and column base, purlins, sag rods, tie rods, gantry girder, bracings, etc. In Industrial building structures, the walls can be formed of steel columns with cladding which may be of profiled or plain sheets, GI sheets, precast concrete, or masonry. The wall must be adequately strong to resist the lateral force due to wind or earthquake. The structural performance of these buildings is well understood and, for the most part, adequate code provisions are currently in place to ensure satisfactory behavior in high winds. Steel structures also have much better strength-to-weight ratios than RCC and they also can be easily dismantled. Pre-engineered Buildings have bolted connections and hence can also be reused after dismantling. Thus, pre Engineered buildings can be shifted and expanded as per the requirements in future. 2. METHODOLOGY The present study is included in the design of an Industrial Warehouse structure located at Nagpur. The structure is proposed as a Pre-Engineered Building of 30 meters width, 8 bays each of 7.5 meters length and an eave height of 6 meters. In this study, a PEB frame of 30 meter width is taken into account and the design is carried out by considering wind load as the critical load for the structure. CSB frame is also designed for the same span considering an economical roof truss configuration. Both the designs are then compared to find out the economical output. The designs are carried out in accordance with the Indian Standards and by the help of the structural analysis and design software STAAD pro v8i. A. PRE ENGINEERED BUILDINGS Pre-Engineered Building concept involves the steel building systems which are predesigned and prefabricated. The basis of the PEB concept lies in providing the section at a location only according to the requirement at that spot. The sections can be varying throughout the length according to the bending moment diagram. This leads to the utilization of non-prismatic rigid frames with slender elements. Tapered I sections made with built-up thin plates are used to achieve this configuration. Standard hot-rolled sections, cold-formed sections, profiled roofing sheets, etc. is also used along with the tapered sections, as in. The use of optimal least section leads to effective saving of steel and cost reduction. The concept of PEB is the frame geometry which matches the shape of the internal stress (bending moment) diagram thus optimizing material usage and reducing the total weight of the structure. Figure 1. PEB frame