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Destek sayısının hesaplamalara etkisi

2016-09-07View Original

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NB/T47003.1-2009 Standart P128, 4 desteğin hesaplanmasına ilişkin bir örnek verir: "Destek sayısı n=4 olduğunda, destekteki sert halka plakaya etki eden kuvvetin açısı: θ=π/4=45° "Ekipman doğru tartım modülü yapısına sahipse ve üçü seçilirse örnekte θ=π/3=60° kullanılmalı ve daha sonraki hesaplamalarda Tr=1/2Fctg θ'nın tümü 60° değerine göre mi hesaplanmalıdır?

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