El siguiente trabajo consiste en el estudio de un problema de una viga de
hormigón armado de tres vanos simplemente apoyada, sometida a diferentes
solicitaciones y el cálculo de su posterior armado siguiendo la nueva normativa
española (el nuevo Código Estructural). Posteriormente se modelará la citada
estructura en diversos programas de cálculo para la obtención y comparación
de los resultados.
The following work consists of the study of a problem of a simply supported
three-span beam, made of reinforced concrete and subjected to different
stresses and the calculation of its subsequent reinforcement following the new
Spanish regulations (known as the Structural Code). Subsequently, the
structure will be modeled in different calculation programs in order to obtain
and compare the results
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