Reinforced Concrete Column Construction Design Table

Author: Shu Xuanwu
Publisher:
Publish Date: 2003-07-01
Features: The new structural design code "Code for Design of Concrete Structures" (GB50010-2002), "Code for Seismic Design of Buildings" (GB50011-2001), and the technical specification "Technical Specification for Concrete Structures of Tall Buildings" (JGJ3-2002) have clear and strict regulations on the longitudinal reinforcement, stirrup configuration of reinforced concrete columns, and the volumetric reinforcement ratio of confined regions at column ends. For the seismic design of structures, structural configuration design is a very important aspect. To ensure design quality, it is necessary to strictly follow the relevant provisions of the codes and specifications in structural design. Checking whether the volumetric reinforcement ratio of columns meets the requirements of the codes and specifications involves simple calculations, but the calculation steps are numerous, and many coefficients are involved in the process, which requires a certain amount of calculation work. To facilitate structural designers in quickly performing column configuration design, the author has compiled this design manual. The data in this manual are calculated using computer programming. The manual also provides the basis for compilation and the formulas for table preparation, so that users can have a clear understanding of the source of the data in the manual.

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