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@article{203079,
        author = {Shubham B. Chandak and Mr. S. H. Shaikh and Mrs, S. D. Kuralkar},
        title = {COMPARATIVE ANALYSIS AND DESIGN OF PEB AND CSB STRUCTURE},
        journal = {International Journal of Innovative Research in Technology},
        year = {2026},
        volume = {12},
        number = {12},
        pages = {9418-9424},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=203079},
        abstract = {Steel is one of the oldest construction materials and gained widespread popularity as a construction choice during the late seventeenth and eighteenth centuries. It is valued for its environmental friendliness, rapid construction capabilities, easy availability, and superior fire resistance. In the modern era, steel structures constitute the majority of industrial buildings and sheds worldwide. The concept of Pre-Engineered Buildings (PEB) involves steel building systems that are predesigned and prefabricated. This study focuses on the design of an industrial storage structure located in Pune. The structure is a pre-engineered building with a total width of 20 meters, divided into three spans of 5 meters each, a length of 12 meters, an eave height of 10 meters, and a roof slope of 1:10. The analysis and design consider live loads, dead loads, wind loads, and earthquake loads in accordance with relevant IS codes applicable to the PEB structure. Material selection and structural integrity are also addressed to ensure safety and durability. Additionally, the integration of energy-efficient features such as insulation and proper ventilation enhances the building's functionality and sustainability. A conventional steel structure was analyzed using STAAD. PRO connect edition software and designed according to the limit state method as per IS 800-2007. Results indicate that moments, shear forces, and axial forces decrease in various components of the PEB structure compared to a Conventional Steel Building (CSB) structure due to increased stiffness. Similarly, deformation, base shear, and displacement are reduced in the PEB structure relative to the CSB structure. The PEB structure exhibits a 20-30% reduction in weight compared to the CSB structure, leading to cost savings. The reduction in steel quantity also decreases the dead load, thereby reducing the foundation size requirements.},
        keywords = {Pre-Engineered Building, (PEB) Conventional steel building (CSB), STAAD Pro.},
        month = {May},
        }