Estacas isoladas e estacas dispostas segundo um único alinhamento, devem ser projetadas de modo a suportar os momentos introduzidos pelas excentricidades executivas.
Pode ser dispensado desta observância o projeto que incluir vigas de travamento.
Principalmente quando há solo de baixa resistência nas camadas inicias, o bloco não fornece restrição suficiente ao movimento lateral da base do pilar, dessa forma o comprimento de flambagem do pilar acaba sendo maior do que o considerado no caso de blocos travados.
Ver figura abaixo.
Ou seja:
Não recomenda-se dispensar o travamento, tendo em vista os impactos estruturais dessa decisão (visto nas imagens anteriores).
Eng. Rangel Lage é Especialista em Projetos Estruturais e Mestre em Engenharia Civil pela FEC/UNICAMP, também é Palestrante, Professor em Cursos de Pós-Graduação em Estruturas (especialização) e sócio-diretor da SOMMA Cálculo Estrutural.
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