01-28-2010, 10:33 AM
i need help,
in Brazil we use the NBR6118 design code of concrete, the code is very similar of Eurocode 2.
i'm try to design a model of a simply crimping beam with a uniform load.
the flexural diagrams are ok, but in the design, the midle of beam is designed with a major moment.
anyone know why?
in Brazil we use the NBR6118 design code of concrete, the code is very similar of Eurocode 2.
i'm try to design a model of a simply crimping beam with a uniform load.
the flexural diagrams are ok, but in the design, the midle of beam is designed with a major moment.
anyone know why?