片持梁の撓みについて
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概要
- 論文の詳細を見る
The relation between the vertical and horizontal deflections, within the elastic limits, of the free end of a cantilever by vertical loading has been mathematically studied. Though it has hitherto been usual to neglect the horizontal deflection, which is very small as compared with the vertical one, in calculating the deformation of the beam, the relation between these two deflections has been known to be expressed as follows : V^2/H≒1.6L when acted by a concentrated load at the free end and V^2/H≒1.75L when acted by a uniformly distributed load over the beam, where V denotes the vertical deflection, H the horizontal deflection and L the length of the beam.
- 帯広畜産大学の論文
- 1951-03-25