工业厂房排架柱基础底面尺寸的直接算法

Direct Algortithm of Foundation Bottom Size of Bent Frame Column of Industrial Building

笔者给出了工业厂房排架柱单向偏心受压基础底面尺寸的直接计算公式,与逐次渐近试算法或其它直接计算法相比较,可大大减少计算工作量,充分利用地基承载能力,同时,能有效地控制基础的偏心程度。

The writers provide a direct calculation formula on bottom size of the uniaxial eccentrically compressed foundation for the bent frame column of industrial building, which can help to reduce significantly calculation work, make full use of the fondation bearing capacity and control eccentricity of the foundation when comparing with the successive asymptotic algorithm or other direct algorithms.