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ArticlePeer ReviewedOpen AccessPlagiarism Passed
Paper ID:IJSREM54708

Comparative Study on Structural Performance and Steel Consumption of Industrial Mono-Slope and Dual-Slope PEB Sheds Using STAAD Pro

Stream/Area:

-

Subject:

-

Paper ID:

IJSREM54708

Volume:

9 |

11 |

Nov 2025

Pages:

Publication Frequency:

Monthly (12 issues per year)

DOI
Digital Object Identifier
10.55041/IJSREM54708

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.

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Authors

AS

Arpit Shrivastava

DSM

Dr. Savita Maru

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Abstract

This research presents a comparative analysis of industrial mono-slope and dual-slope pre-engineered building (PEB) sheds. Two sheds of identical plan dimensions were modelled and analysed using STAAD Pro to evaluate the structural performance, deflection behaviour, internal force distribution, and steel consumption. Both models consisted of a 100 m length, 25 m width, and 8 m clear height, with 12 bays of 7 m spacing and 2 bays of 8 m spacing in the main frame direction, and 5 gable frames spaced at 5 m. Dead load, live load, self-weight, wind load (as per IS 875 Part 3), load combinations (as per IS 800), and relevant design parameters were applied. After modelling, analysis, and optimisation, it was concluded that the dual-slope shed demonstrated lower steel consumption and improved structural efficiency compared to the mono-slope shed.

KEYWORDS

PEB structures mono-slope shed dual-slope shed STAAD Pro steel consumption structural optimisation.

Cite This Article

Arpit Shrivastava, Dr. Savita Maru, "Comparative Study on Structural Performance and Steel Consumption of Industrial Mono-Slope and Dual-Slope PEB Sheds Using STAAD Pro," International Journal of Scientific Research in Engineering and Management, vol. 9, no. 11, Nov 2025. https://doi.org/10.55041/IJSREM54708

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Publication Date

11/29/2025

Peer Review Type

Double-Blind Peer Review

Review Rounds: 2

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5

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The authors declare no conflict of interest related to this research work.

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