| 斜偏心受压独立基础的近似计算 |
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| 引用本文： | 张函频,严钟燮.斜偏心受压独立基础的近似计算[J].华北水利水电学院学报,1988(2). |
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| 作者姓名： | 张函频 严钟燮 |
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| 作者单位： | 华北水利电学院土木系，吉林化工设计院 |
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| 摘 要： | 对斜偏心受压的独立基础,计算脱离基底面积是比较复杂的,本文在满足地耐力的情况下,根据承受的最大抵抗弯导出了限制公式。为了引用材料力学公式,计算斜偏心受压基础,提出了一个近似公式,绘出了曲线诺模图,通过不多的计算和查曲线图,即可直接确定尺寸。
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The Approximate Calculation of the Independent Foundation Unber the Pressure of the Slanting Deviation to Centre |
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| Abstract: | It is more complicated to calculate the area of the independent foundation breaking away from the Pressure of the slanting deviation to centre.In this paper,in order to satisfy the ladbearing capacity of the foundation,accordlng to the biggest resistance moment undergone, the limited formula is derived.To adopt the formula of mechanics of materials and to calculate the foundation under the Pressure of the slanting deviation to cntre.an approximate formula is put forward and a curved nomogram is drawn up.By carrying out simple calculation and consulting the curved nomogram,We can directly select the foun- dation size. |
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