O coeficiente š¹š“šš” (Fator de amplificação de esforƧos horizontais ou de vento) tambĆ©m pode ser considerado um parĆ¢metro que avalia a estabilidade global.
Esse coeficiente š¹š“šš” Ć© exclusivo do Sistema CAD/TQS.
Ć calculado utilizando-se exatamente a mesma formulação do coeficiente š¾š§. A diferenƧa Ć© que os deslocamentos horizontais provocados pelas cargas verticais sĆ£o considerados, ou seja, a Ćŗnica parcela que Ć© calculada de uma maneira diferente em relação ao š¾š§ Ć© o āšš”šš”,š (esforƧos de segunda ordem).
Agora, em que casos podem ocorrer deslocamentos horizontais devidos a cargas verticais?
Tais deslocamentos são provenientes do fato da estrutura não ser simétrica,


Quando o edifĆcio Ć© perfeitamente simĆ©trico, o š¾z e o š¹š“šš” sĆ£o idĆŖnticos.
Fonte: AnĆ”lise da Estabilidade de EdifĆcios com Estrutura de Concreto Armado. Winston Zumaeta.
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