Comparative Design of an Industrial Building: Cold Formed Steel versus Hot Rolled Steel
DOI:
https://doi.org/10.56748/ejse.24541Keywords:
AISI, Cold-Formed Steel (CFS), Eurocode 3, Hot-Rolled Steel (HRS), Industrial building, Numerical modelingAbstract
Industrial buildings made of Cold Formed Steel (CFS) members have gained an extent of construction all over the world. It has become an alternative process of construction to the Hot Rolled Steel (HRS) elements, allowing it to respond to the requirements in a short time. The aim of this work is to present a technical and economical comparative study of an industrial building case made of CFS versus HRS elements and designed according to the European and American codes. Relying on numerical modeling, the design according to Eurocode 3 demonstrates that the industrial building made of CFS is more economical compared to the HRS members building by 43% in terms of weight and 28% in terms of cost. In addition, based on the Average Capacity Design (ACD) ratio of the CFS elements, it turns out that the design according to Eurocode 3 part 1-3 is less conservative than the same building designed according to the American Iron and Steel Institute (AISI) code. Moreover, the American code privileges the safety aspect of the designed CFS building with the ASD method over the LRFD and LSD methods. Otherwise, the CFS building designed according to Eurocode 3 part 1-3 with truss columns and beams reveals a weight saving of 25% and 14%, respectively, compared to the building with a full web of beams and columns, and the building with a full web of columns and steel trusses.
Downloads
References
AISI S100-16 w/S2-20. 2020. North American Specification for the Design of Cold-Formed Steel Structural Members. American Iron and Steel Institute, USA.
AS/NZS 4673. 2021. Cold-formed steel structures. Standards Australia/Standards New Zealand.
Balh N. 2010. Development of Seismic Design Provisions for steel Sheathed Shear Walls. Dissertation, Department of Civil Engineering and Applied Mechanics, McGill University, Montréal, Québec, Canada.
Bešević M, Prokić A, Landović A, Kasaš K. 2017. The Analysis of Bearing Capacity of Axially Compressed Cold Formed Steel Members. Periodica Polytechnica Civil Engineering 61(1):88-97.
BS 5950-5:1998. 1998. Structural use of steelwork in building. Code of practice for design of cold formed thin gauge sections.
CGS, DTR B C 2 44: CCM97. 1997. Design and calculation rules for steel structures.
CNERIB, DTR C 2-47. 2013. Snow and Wind RNV Regulations 2013. ISBN: 987-9961-845-47-9.
Deepak MS, Beulah G, Ananthi G. 2021. Local buckling behaviour and capacities of Cold-Formed Steel Double-I-Box stub and short column sections. Structures 34:1761-1784 DOI: https://doi.org/10.1016/j.istruc.2021.08.124
Early AM, Mohammadi ME, Richard LW, Peterma KD. 2018. Behavior of Cold-Formed Steel Metal Industrial Buildings. International Specialty Conference on Cold Formed Steel Structures Missouri University, U.S.A., November 7 & 8.
Eurocode 3 EN 1993-1-1. 2005. Design of steel structures - Part 1-1: General rules and rules for buildings. European Committee for Standardization, Brussels, Belgium.
Eurocode 3 EN 1993-1-3. 2006. Design of Steel Structures - Part 1-3: General rules – Supplementary rules for cold formed thin gauge members and sheeting. European Committee for Standardization, Brussels, Belgium.
Fatimah D, Jia SL, Adham MO, Mohamed IK, Nor SH. 2023. Stability Consideration in Design of Steel Structures: A Review. Electronic Journal of Structural Engineering 23(2): 27-32. DOI: https://doi.org/10.56748/ejse.234142
Goswami A, Shende T. 2018. Pre-Engineered Building Design of an Industrial Warehouse. International Research Journal of Engineering and Technology 5(6):1484-1488.
Hancock GJ. 2003. Cold-formed steel structures. Journal of Constructional Steel Research 59(4):473–487. DOI: https://doi.org/10.1016/S0143-974X(02)00103-7
Hancock GJ. 2016. Cold-formed steel structures: Research review 2013–2014. Advances in Structural Engineering 19(3):393–408. DOI: https://doi.org/10.1177/1369433216630145
Harini B, Lingeshwaran N, Perumal K, Aravinthan K. 2020. Sustainable design of cold formed steel. Materials Today: Proceedings 33(1):881-885. DOI: https://doi.org/10.1016/j.matpr.2020.06.406
Harshavardhan P, Das TV, Reddy KRK, Borusu V. 2021. Modelling and design analysis of light gauge steel systems against conventional structural systems. Materials Today: Proceedings 47(15):5164-5171. DOI: https://doi.org/10.1016/j.matpr.2021.05.505
Jayaraman A, Sathyakumar N, Senthilkumar V. 2018. Seismic performance of cold formed steel and conventional steel of industrial structures using splice connections. International Journal of Recent Technology and Engineering 7(4S2):422–429.
Kankuntla AY, Shingari KL, Mathapati VS, Kumbhar RM, Thamke RR. 2018. Alternative Forms of an Industrial Ware House using PEB and CFS Sections. International Research Journal of Engineering and Technology 3(6):409-412.
Lim JBP, Wrzesien AM, Nethercot DA. 2016. Sustainable applications of cold formed steel structures: portal frames. Recent Trends in Cold-Formed Steel Construction 266-303. DOI: https://doi.org/10.1016/B978-0-08-100160-8.00013-X
Mahar AM, Jayachandran SA, Mahendran M. 2022. Design of locally buckling cold-formed steel built-up columns formed by unlipped channel sections. Thin-Walled Structures 174. DOI: https://doi.org/10.1016/j.tws.2022.109132
Martınez M.J. 2007. Seismic Performance Assessment of Multi-Storey Buildings with Cold Formed Steel Shear Wall Systems. PhD Thesis in Civil Engineering, Waterloo, Ontario, Canada.
Ortiz FM. 2020. The Behaviour of Cold-Formed Steel Built-up Structural Members. PhD Thesis, University of Sheffield, England. https://etheses.whiterose.ac.uk/22686/
Rehman M, Sakalle R. 2019. Finite Elemental Analysis of Industrial Structure using Cold Formed Steel. Proceedings of the International Conference on Sustainable Materials and Structures for Civil Infrastructures (SMSCI2019) AIP Conf. Proc. 2158, 020014-1–020014-7. DOI: https://doi.org/10.1063/1.5127138
Rouaz I, Bourahla N, Kechidi S. 2018. Numerical evaluation of shear strength of CFS shear wall panels for different height-to-width ratios. Journal of Materials and Engineering Structures 5(4):399-417.
Rouaz I, Bourahla N, Kechidi S. 2020. Effect of openings on cold formed steel shear wall panels. Gradjevinar 72(9):771-780. DOI: https://doi.org/10.14256/JCE.2755.2019
Rouaz I, Kahlouche F, Belhamel F. 2018. Experimental and numerical study of mechanical assembly by screw of cold formed steel profiles in concordance with Algeria's industries. Research report CVSW-18, CNERIB.
SAP2000 v24. 2022. Structural Analysis Program. CSI.
Schafer BW. 2011. Cold-formed steel structures around the world. Steel Construction 4(3):141-419. DOI: https://doi.org/10.1002/stco.201110019
Stsepaniuk V, Shuryn A, Zhdanov D, Tsikhanchuk P. 2021. Cold-formed Steel Framing of a Dairy Products Warehouse in Brest, Belarus. MATEC Web of Conferences 350:6. DOI: https://doi.org/10.1051/matecconf/202135000014
Vujanac R, Živković M, Slavković R, Vulović S. 2017. Steel frame versus rack supported warehouse structures. Tehnički vjesnik 24(4):1269-1276. DOI: https://doi.org/10.17559/TV-20140226220936
Wang D, Ren R, Si J, Xu W, Guo D. 2020. Optimization design of high-strength cold-formed steel stiffened lipped channel columns under axial compression. Structures 40:344-355. DOI: https://doi.org/10.1016/j.istruc.2022.04.010
Yu WW, LaBoube RA, Chen H. 2019. Cold-Formed Steel Design. 5th edn. Wiley. DOI: https://doi.org/10.1002/9781119487425
Zhou Y, Huang D, Li T, Li Y. 2022. Buckling resistance of cold-formed thick-walled steel columns under combined axial compression and bending. Journal of Building Engineering 51. DOI: https://doi.org/10.1016/j.jobe.2022.104300
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2024 Haytham Bouzid, Idriss Rouaz, Toufik Belaid
This work is licensed under a Creative Commons Attribution 4.0 International License.
