Analysis of Steel Beams for Different Loadings Using MIF

dc.contributor.author	Patel R.; Dubey S.K.; Pathak K.K.
dc.date.accessioned	2025-05-23T11:13:56Z
dc.description.abstract	In this paper, Method of Initial Functions (MIF) has been applied to see the outcome of different types of loading on the behavior of steel beams. The MIF is an analytical process based on elasticity theory. This method gives the precise solution of problems without the use of hypothesis about the nature of stress and strain. A simply supported beam is analyzed for two different types of loading having the same intensity. Different loadings are uniformly distributed load and sinusoidal load. MIF results are equated with the bending theory, and salient conclusions are drawn. © 2024, Springer Nature Singapore Pte Ltd.
dc.identifier.doi	https://doi.org/10.1007/978-981-19-9390-9_63
dc.identifier.uri	http://172.23.0.11:4000/handle/123456789/6408
dc.relation.ispartofseries	Lecture Notes in Civil Engineering
dc.title	Analysis of Steel Beams for Different Loadings Using MIF

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