| 单向偏心柱下独立基础基底尺寸计算 |
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| 引用本文： | 王江,郝惠山.单向偏心柱下独立基础基底尺寸计算[J].北华航天工业学院学报,2007,17(2):11-13. |
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| 作者姓名： | 王江 郝惠山 |
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| 作者单位： | 北华航天工业学院,河北,廊坊,065000;廊坊城建二公司,河北,廊坊,065000 |
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| 摘 要： | 确定偏心荷载作用柱下独立基础基底尺寸,以往采用试算法,过程繁杂,也不利于教学,且计算结果未必经济.通过理论推导求出的基底尺寸直接计算公式,根据已知条件可以非常简便地获得经济、合理的柱下独立基础基底尺寸.
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| 关 键 词： | 偏心荷载 基底尺寸 计算方法 |
| 文章编号： | 1673-7938（2007）02-0011-03 |
| 修稿时间： | 2006-11-01 |
Calculation Method of Base Dimension Under Column with Eccentric Loads |
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| WANG Jiang,HAO Hui-shan.Calculation Method of Base Dimension Under Column with Eccentric Loads[J].Journal of North China Institute of Aerospace Engineering,2007,17(2):11-13. |
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| Authors: | WANG Jiang HAO Hui-shan |
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| Institution: | 1. North China Institute of Aerospace Engineering, Langfang 065000, China; 2. The Second Construction Engineering Co., Ltd of Langfang 065000, China |
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| Abstract: | The dimension of footing base with eccentric loads is usually calculated by trial-calculation. This process is complicated and unpractical in the teaching and the result is uneconomical. A formula for direct calculation of the dimention of footing base is presented through theoretical analysis. Dimension Of footing base can be easily and reasonably obtained according to given conditions. |
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| Keywords: | eccentricity load dimension of footing base caculation method |
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