Muy clara la explicación. Una duda me queda, la distancia C (desde el borde de la columna hasta el anclaje) es un valor a discreción que luego se verifica con el valor C de la condición de compresión C
There is a interesting exercise in Foundation Analysis by Joseph E. Boles. If the analysis is performed based on T Stub methodology described in ec3, it is so simple to only account with inner plate. Effective área it is obviously reduce.
oa.upm.es/5672/ Mr. Maher download pdf for attached link and you will find my first technical paper in which the requested equation was deducted. Take care, and please share my channel between your fellows.
prontubeam.com/articulos/2021-02-20-Diseno-de-placas-de-anclaje-en-estructuras-metalicas Tal vez en este enlace lo puedas ver mejor. O en este.... oa.upm.es/5672/
Muy clara la explicación. Una duda me queda, la distancia C (desde el borde de la columna hasta el anclaje) es un valor a discreción que luego se verifica con el valor C de la condición de compresión C
Sergio, espectacular el contenido. Compartimos formas de trabajar la ingenieria. Siemrpe conceptos claros. Gracias!
How to design the base plate for the stub column which start from the Top flange of the beam not from the concrete pedestal
There is a interesting exercise in Foundation Analysis by Joseph E. Boles. If the analysis is performed based on T Stub methodology described in ec3, it is so simple to only account with inner plate. Effective área it is obviously reduce.
How did we deduce the compression equation
oa.upm.es/5672/
Mr. Maher download pdf for attached link
and you will find my first technical paper in which the requested equation was deducted.
Take care, and please share my channel between your fellows.
How did we deduce b=120mm
prontubeam.com/articulos/2021-02-20-Diseno-de-placas-de-anclaje-en-estructuras-metalicas
Tal vez en este enlace lo puedas ver mejor.
O en este....
oa.upm.es/5672/
European codes