摘要
根据钢筋混凝土多层框架的设计经验和设计规范 ,对如何调整电算结果中的梁、柱截面尺寸、配筋率、裂缝宽度和梁、柱配筋等问题进行探讨 。
According to the design experience and design criterion of multilayer frame made of reinforced concrete,the issues of how to adjust the section dimension of the beams and columns,the ratio of the compounding reinforced steel bar,the crack width and the compounding reinforced steel bar about columns in the computer calculated results are discussed and the corresponding proposals are put forward.
出处
《工业安全与环保》
2003年第1期32-33,共2页
Industrial Safety and Environmental Protection
