钢筋混凝土小偏心受压构件的配筋计算

The Reinforcement Computation of Compressed Reinforced Concrete Members with Small Eccentricities

本文根据文献[1]的试验值,确定了小偏心受压时混凝土的抗弯承载能力,建立了小偏心受压构件的配筋计算公式。通过算例与反复迭代计算公式的结果比较,本式计算简便,精度高。

Based on the testing value in document [4], this paper determines the ability to support bending of concrete which is compressed with small eccentricities, and establishes the computing formula of reinforcement of compressed structural members with small eccentricities. Comparison of some examples with the results from calculation of repeated iteration shows that the formula presented in this paper is simpler, more convenient, and better for precision.