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本文对几种主要的混凝土结构构件,即轴拉、轴压、受弯、受剪、偏压、偏拉、受扭等构件,按照所了解到的新规范《混凝土结构设计规范》的最新稿本进行计算,将其用钢量与按原规范(TJ10-74)计算的结果作一比较,表明了在各种受力条件及参数变化情况下,用钢量的增减特点,并作了归纳和分析.
This paper presents the latest draft of the “Specifications for Design of Concrete Structures” according to the new understanding of several major concrete structural components, namely axial tension, axial compression, bending, shearing, biasing, deflection, and torsion. This calculation is to compare the amount of steel with the results calculated according to the original specification (TJ10-74), which shows that under the conditions of various stress conditions and changes in parameters, the increase or decrease in the amount of steel, and made Induction and analysis.