EXAMPLE 11. MASONRY WITH THE EQUAL FRAME METHOD

PARADEIGMA 11: " MASONRY M.I.P." 9 OVERWHELMETS-FOUNDATIONS centripetal PESCO centrifugal, with rigid offsets depending on the geometry of the wall and openings CONVERSION DOCKS of great rigidity, weightless, concrete Then we follow all the known steps for the introduction of plates, loads as in all other linear members made of concrete, metal, etc. In Analysis field we select the scenario ¨EC8_Greek Elasticity¨