Diseño de una nave industrial para el proyecto de la nueva acería en Aceros Arequipa – Pisco
Fecha
2022
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Universidad Nacional San Luis Gonzaga.
Resumen
El Perú viene ejemplificando los inmensos retos a los que ha de hacer frente América Latina tras
la crisis post pandemia, así como las grandes expectativas por la reactivación económica mediante
el crecimiento de la industria, conllevando a una propuesta de almacenamiento de materia prima,
producción y bienes industriales, garantizando su adecuado acopio y depósito. Este informe tiene
por objetivo llevar a cabo el diseño y simulación de una nave industrial. Como metodología se
estudiarán los diferentes tipos de efectos de la carga de viento y celosías a considerar en el diseño
de una nave industrial, previa revisión de literatura. Se diseña la estructura de la nave industrial
de acuerdo a la Norma Técnica Peruana (NTP) 339.186:2018, y el análisis de las cargas de viento,
viva y muerta de acuerdo con la Norma E.020. Se determinó el área para el diseño de la nave
industrial y se elaboró un plan arquitectónico con los requisitos NTP. Para la obtención de las
fuerzas que actúan sobre los elementos adyacentes cuando uno de los elementos estructurales esté
bajo carga, se calcula los excesos de esfuerza y relaciones inducidas en estos elementos
conectados, los momentos y fuerzas producidas. Finalmente, se diseñaron diferentes elementos
estructurales de la nave industrial, como, elementos de la armadura, columnas y conexiones, etc.
y se obtuvo el resultado final. Se concluye que las naves industriales son diseños no tan complejos
si se adopta un procedimiento de diseño simple basado en las especificaciones NTP y E.020.
Peru has been exemplifying the immense challenges faced by Latin America after the post pandemic crisis, as well as the great expectations for economic recovery through the growth of industry, leading to a proposal for storage of raw materials, production and industrial goods, ensuring their proper storage and warehousing. The purpose of this report is to carry out the design and simulation of an industrial warehouse. As a methodology, the different types of force/load effects to be considered in the design of an industrial warehouse will be studied, after reviewing the literature. The structure of the industrial building is designed according to the Peruvian Technical Standard (NTP) 339.186:2018, and the analysis of wind, live and dead loads according to Standard E.020. The area for the design of the industrial building was determined and an architectural plan was prepared with the NTP requirements. In order to obtain the forces acting on the adjacent elements when one of the structural elements is under load, the excess forces and ratios induced in these connected elements, the moments and forces produced were calculated. Finally, different structural elements of the industrial building, such as reinforcement elements, columns and connections, etc., were designed and the final result was obtained. It is concluded that industrial buildings are not so complex designs if a simple design procedure based on NTP and E.020 specifications is adopted.
Peru has been exemplifying the immense challenges faced by Latin America after the post pandemic crisis, as well as the great expectations for economic recovery through the growth of industry, leading to a proposal for storage of raw materials, production and industrial goods, ensuring their proper storage and warehousing. The purpose of this report is to carry out the design and simulation of an industrial warehouse. As a methodology, the different types of force/load effects to be considered in the design of an industrial warehouse will be studied, after reviewing the literature. The structure of the industrial building is designed according to the Peruvian Technical Standard (NTP) 339.186:2018, and the analysis of wind, live and dead loads according to Standard E.020. The area for the design of the industrial building was determined and an architectural plan was prepared with the NTP requirements. In order to obtain the forces acting on the adjacent elements when one of the structural elements is under load, the excess forces and ratios induced in these connected elements, the moments and forces produced were calculated. Finally, different structural elements of the industrial building, such as reinforcement elements, columns and connections, etc., were designed and the final result was obtained. It is concluded that industrial buildings are not so complex designs if a simple design procedure based on NTP and E.020 specifications is adopted.
Descripción
Palabras clave
Carga de viento, Estructura, Nave industrial, Industrial warehouse