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1 Ergebnisse
1
Comparación entre la ACI 318-19 y la NSR-10 en diseño de vi..:
Moreno Quintana, Anderson Fabian
;
Moreno Quintana, Andrea
Alzate Buitrago, A., & Arenas, C. H. (2014). Proceso de diseño para edificios de concreto reforzado de 1 a 5 pisos en el municipio de Pereira, basado en la ACI 318-02. Obtenido de https://repository.unilibre.edu.co/handle/10901/16952. , 2023
Link:
https://hdl.handle.net/20.500.12313/3886
RT Journal T1 <Title>Comparación entre la ACI 318-19 y la NSR-10 en diseño de vigas de concreto reforzado</Title> UL https://suche.suub.uni-bremen.de/peid=base-ftunivibague:oai:repositorio.unibague.edu.co:20.500.12313_3886&Exemplar=1&LAN=DE A1 Moreno Quintana, Anderson Fabian A1 Moreno Quintana, Andrea PB Universidad de Ibagué; Ingeniería; Ibagué; Ingeniería Civil YR 2023 K1 Viga K1 Momento flector K1 Fuerza cortante K1 Área de acero K1 Beam K1 Bending moment K1 Shear force K1 Area of steel K1 Cuantía K1 Quantity JF Alzate Buitrago, A., & Arenas, C. H. (2014). Proceso de diseño para edificios de concreto reforzado de 1 a 5 pisos en el municipio de Pereira, basado en la ACI 318-02. Obtenido de https://repository.unilibre.edu.co/handle/10901/16952 LK http://dx.doi.org/https://hdl.handle.net/20.500.12313/3886 DO https://hdl.handle.net/20.500.12313/3886 SF ELIB - SuUB Bremen
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