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Informe sobre la estabilidad de las bóvedas de la nave y del sistema de contrarresto de la catedral de Palma de Mallorca

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Academic year: 2020

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Figure

Figura 1. Agrietamiento típico de una bóveda de crucería (Heyman 1999)
Figura 2. Croquis del nervio perpiaño y de la fractura
Figura 1. Planta de la catedral con los tramos levantados y la notación utilizada en la identificación de tramos y  pilares
Tabla 3. Desplomes obtenidos en los pilares del lado sur, dirección norte-sur (sentido positivo hacia el sur)
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