Preliminary dimensioning of reinforced concrete sections

Građevinar

article

Tomislav Kišiček¹  Ivan Petrić² 

[1] University of Zagreb Faculty of Civil Engineering;TSB Ingenieurgesellschaft mbH Darmstadt

关键词: ultimate limit state;    serviceability limit state;    preliminary design tables;    preliminary dimensioning;   

DOI  :  10.14256/JCE.1056.2014

学科分类：社会科学、人文和艺术（综合）

来源: Hrvatsko Drustvo Gradevinskih Inzenjera

【 摘 要 】

This paper describes a procedure for the development and use of tables for the preliminary design of reinforced concrete elements exposed to bending action, in compliance with appropriate ultimate and serviceability limit state criteria. The use of tables for defining basic dimensions of cross-sectional elements enables designers to avoid the "trial and error" approach, while also ensuring fast and simple preliminary dimensioning as a preparation for the subsequent more detailed design of structural elements.

【 授权许可】

CC BY