Abstract
The size and number of columns have a significant impact on the cost of the structure, the structural behaviour, and the functional aspects of a building. In conventional building structures, a small center-to-center spacing among columns in the structural grid can interfere with the architectural design of functional areas, halls, and parking spaces. The purpose of the study is to analyze and optimize the Reinforced Cement Concrete framed structures of low-rise buildings (about 10 m high) for the basic structural design recommendations. The objective of the study is to determine the most economical structural solution for the RCC framed structure, having a similar footprint and built-up area in all cases. The methodology adopted is by conducting structural design using STAAD-Pro software. A three-story RCC framed structure with a rectangular building of 30.0 m × 20.0 m on each floor was assumed for the study. Six cases of different structural grid configurations for similar building and the total covered area have been defined. The structure was analyzed and designed in STAAD Pro with the help of IS-456 2000. It has been ensured that loading conditions remain similar and all the structural members are safe in all cases while modeling and analyzing structures. As a result, some of the structural grid configurations have been recommended for low-rise RCC framed buildings up to G + 3 Storeys i.e. 6.0 m × 6.0 m, 6.0 × 7.5, 6.6 × 7.5 m, and 7.5 m × 7.5 m. As per structural design and analysis, it can be inferred that the most economical and optimized structural design solution for low-rise buildings (G + 2 Floors) has a structural grid of 7.5 m × 6.7 m.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Similar content being viewed by others
References
Ženíšek, M., Pešta, J., Tipka, M., Kočí, V., Hájek, P.: Optimization of RC structures in terms of cost and environmental impact—case study. Sustainability 12(20), 8532 (2020)
Ponnada M.R., Effect of column spacing on economy of G+5 R.C moment resisting frame – a typical computer aided case study. Int. J. U- and e-Ser. Sci. Technol. 8(4), 85–102 (2015). https://doi.org/10.14257/ijunesst.2015.8.4.10
Vyas, A.K., Raisinghani, M.: Determination of optimum spacing of columns and material consumption in library buildings. Inst. Eng. I(86), 7–14 (2005)
Guerra, A., Kiousis, P.: Design optimization of reinforced concrete structures. Comput. Concr. 3(5), 313–334 (2006)
Aga, A.A.A., Adam, F.M.: Design optimization of reinforced concrete frames. Open J. Civ. Eng. 5(1), 74–83 (2015). https://doi.org/10.4236/ojce.2015.51008
Satheesh, V.S., Hussain, A., Bharti, A.K., Manikanta, P.Y., Sudheer, R., Tiara, T.: Dimensional optimization of frames in an RCC structure with different elevations. Int. J. Innovative Trends Eng. 66(90), 20–26 (2020)
Wijaya, L., Nusantara, J., Aminullah, A., Triwiyono, A.: Optimization of reinforced concrete column using android- based mobile application. In: MATEC Web of Conferences, vol. 258 (2019).https://doi.org/10.1051/matecconf/201925802009
Maddala, P., Mudda, L.P., Borigarla, B., Pydi, R.: Computer aided seismic analysis and design of a G+10 multistoried residential structure. Mater. Today: Proc. (2021). https://doi.org/10.1016/j.matpr.2020.10.519
Mehta, G., Sharma, B., Kumar, A.: Optimization of member size and materials for multistoried RCC buildings using ETABS. Indian J. Sci. Technol. 9(44) (2016). https://doi.org/10.17485/ijst/2016/v9i44/105254
Renitha, T.V., Kumar, R.: Optimized cost design of reinforced concrete frame. Int. J. Eng. Adv. Technol. 5(4), 194–199 (2016)
Kumar, H., Bhaskar, G.: Optimization of structural members in RCC structure using Etabs. J. Emerging Technol. Innovative Res. 8(7), 96–105 (2021)
Khanna, N., Chand, J.: Optimum structural design for high rise building. Int. J. Innovative Technol. Exploring Eng. 8(8), 1469–1473 (2019)
Mehta, G.: Optimization of Structural Members in RCC Structure Using E-Tabs. Lovely Professional University, India (2015)
Sangve, P., Nikate, S.: A study on structural optimization of multistoried RCC buildings. Int. J. Eng. Res. General Sci. 3(3), 326–353 (2015)
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2024 The Author(s), under exclusive license to Springer Nature Switzerland AG
About this paper
Cite this paper
Garg, R., Pankaj, Kumar, A., Brar, T.S., Kamal, M.A. (2024). Optimization of Structural Grid in Low Rise Reinforced Cement Concrete Framed Buildings. In: Huang, G. (eds) Proceedings of the 2024 11th International Conference on Geological and Civil Engineering. ICGCE 2024. Springer Series in Geomechanics and Geoengineering. Springer, Cham. https://doi.org/10.1007/978-3-031-68624-5_8
Download citation
DOI: https://doi.org/10.1007/978-3-031-68624-5_8
Published:
Publisher Name: Springer, Cham
Print ISBN: 978-3-031-68623-8
Online ISBN: 978-3-031-68624-5
eBook Packages: EngineeringEngineering (R0)