Bibliographic citations
Camacuari, L., Huaccan, J. (2021). Análisis de una nave industrial de acero estructural con diferentes tipos de vigas de alma hueca ubicado en el distrito de Lurín [Tesis, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/657241
Camacuari, L., Huaccan, J. Análisis de una nave industrial de acero estructural con diferentes tipos de vigas de alma hueca ubicado en el distrito de Lurín [Tesis]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2021. http://hdl.handle.net/10757/657241
@misc{renati/396870,
title = "Análisis de una nave industrial de acero estructural con diferentes tipos de vigas de alma hueca ubicado en el distrito de Lurín",
author = "Huaccan Valencia, Juan Miguel",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2021"
}
This thesis presents the analysis of an industrial steel warehouse, located in the Lurín Industrial Complex in the city of Lima; in which several types of open web beam were proposed, such as: Howe, Pratt, K-beam, rhombus beam, Warren with studs and Warren, subjected to the loads present in the area. Chapter 1 presents the formulation of the problem, objectives and hypotheses to validate the research. Chapter 2 contains the theoretical framework necessary for the development of this research, in order to obtain the deflections, drifts, axial forces and weights per area or ratios, to compare them and identify which of the reinforcements works better and consumes less material. In chapter 3 the methodology to achieve the proposed objectives is presented, which consists of: predimensioning, the acting loads were identified, the load combinations, each reinforcement was evaluated, with the SAP 2000 Software, with which the load envelope was obtained; With the live load, the displacements were found and with the earthquake load, the drifts for each analyzed model. In Chapter 4, the results of the analysis were presented, the service limits and ultimate resistance of the elements used in each model were compared and from this it was defined which structure is optimal in relation to the other beams analyzed, considering national and international regulations ; the plans of the analyzed reinforcements were also prepared and the recommendations are finally presented.
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