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지지대의 수가 계산에 미치는 영향

2016-09-07View Original

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NB/T47003.1-2009 표준 P128에는 4개의 지지대를 사용한 계산 예시가 나와 있습니다. “지지대의 수가 n=4일 때, 강성 고리판에 작용하는 힘들의 각도는 θ=π/4=45°입니다.” 만약 장비의 구조상 오른쪽에 3개의 지지대를 사용한다면, 예시에서의 θ=π/3=60° 값을 적용해야 하며, 그에 따라 Tr=1/2Fctg θ라는 계산도 60° 값을 기준으로 해야 합니까?

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