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Stream/Area:
-
Subject:
-
Paper ID:
IJSREM66731
Volume:
10 |
8 |
Aug 2026
Pages:
1-8
Publication Frequency:
Monthly (12 issues per year)
License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.
Civil Engineering Department
P.E.S College of Engineering, Chhatrapati Sambhajinagar, M.S.
Civil Engineering Department
P.E.S College of Engineering, Chhatrapati Sambhajinagar, M.S.
Pre-engineered buildings are mostly prepared using predesigning and prefabrication process. The advancement in the pre-engineered building construction approach involves time limitation, cost-effectiveness, improved structural behaviour and advanced architectural view. Pre-engineered buildings are becoming an effective replacement of conventional steel buildings in every aspect. It shows more advanced results in case of cost comparison, construction time, quality parameters and architectural point of view. The main objective of the current study is to compare pre-engineered steel buildings and conventional steel building in every aspect. A pre-engineered building was designed and then comparative analysis was done concerning a conventional building with the same configuration. The software which was mainly used for the entire designing and analysis part was Bentley STAAD PRO and it was found that the Pre-engineered building gives more sustainable results as compared to conventional steel buildings. It was also found that, if the construction process was according to conventional methods it will be more time consuming and more budget consuming at every aspect, so pre-engineered buildings usage should be implemented as the construction as well as the maintenance cost of pre-engineered buildings is very less as that of conventional steel buildings...In this project work we have compare parametric evaluation of pre –engineered building (PEB) and conventional industrial sheds of length 120m and width 60m under the influence of moving crane loads for both pinned support and fixed support using STAAD Pro.
KEYWORDS
1. While analyzing Pre-Engineered Building(PEB) and conventional steel sheds of same size it was observed that deflection values are less in Pre Engineered Building as compared to conventional steel sheds. 2. From table number two and graph number one it was observed that deflection values in Pinned based PEB are greater than Pinned based conventional steel sheds. 3. Also from table number three and graph number two it was observed that deflection values in fixed based PEB are less as compared to fixed based conventional steel shades. 4. From table number four and graph number three it was observed that time period for PEB in pinned based is less as compared to Pinned based conventional steel sheds. 5. From table number five and graph number four it was observed that time period for PEB in Fixed based is less as compared to fixed based conventional steel sheds . 6. While analyzing it was observed that base shear values for both pinned base and fixed based in PEB are less as compared to conventional steel sheds as shown in table number six and seven and graph numbers five and six .
[1] Firoz, S., Kumar, S. C. & Rao, S. K. 2012. “Design Concept of Pre Engineered Building”. International Journal of Engineering Research and Applications (IJERA) 2 (2) (2012): 267-272. [2] Thorat, A. R. & Patil, S. K. “A Study of Performance of Pre-Engineered Building of an Industrial Warehouse for Dynamic Load”. International Research Journal of Engineering and Technology (IRJET) 4 (6) (2017): 2240- 2246. [3] Lande, P. S. & Kucheriya, V. V. “Comparative Study of an Industrial Pre-Engineered Building with Conventional Steel Building”. Journal of Civil Engineering and Environmental Technology 2 (10) (2015): 77-82. [4] Dubey, A. & Sahare, A. “Main Frame Design of Pre-Engineered Building”. International Journal of Innovations in Engineering Research and Technology (IJIERT) 3 (11) (2016): 12-18. [5] Meera, C. M. “Pre-Engineered Building Design of an Industrial Warehouse”. International Journal of Engineering Sciences & Emerging Technologies (IJESET) 5 (2) (2013): 75 – 82. [6] Patil, S. S. “Analysis and Design of Pre Engineered Building of an Industrial Warehouse”. International Journal of Current Engineering and Scientific Research (IJCESR) 4 (12) (2017): 39- 43. [7] Katkar, D. D. & Phadtare, N. P. “Comparative Study of an Industrial Pre-Engineered Building with Conventional Steel Building”. International Research Journal of Engineering and Technology (IRJET) 5 (10) (2018): 127- 133. doi: 10.1016/S1361-9209(98)00024-8. [8] Kiran, G. S., Rao, A. K. & Kumar, R. P. “Comparison of Design Procedures for Pre Engineered Buildings (PEB): A Case Study”. International Journal of Civil, Architectural, And Structural and Construction Engineering 8 (4) (2014): 480-484. [9] Kolate, N. & Kewate, S. 2015. “Economizing Steel Building Using Pre Engineered Steel Sections”. International Journal of Scientific & Engineering Research 6 (12) (2015): 69-74. [10] Stania I Patra, Melitia D’Mello. “Analysis of Pre-Engineered building and Conventional building using Primavera software”. International Journal of Advanced Research in Engineering & Management (IJAREM) 3(7) (2017): 97-101.
Publication Date
8/17/2026
Peer Review Type
Double-Blind Peer Review
Review Rounds: 2
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