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Crack Control in Beams and One-Way Slabs

보 및 1방향 슬래브의 균열제어

  • Min, Chang-Shik (Dept. of Civil and Environmental Engineering, Dongguk University)
  • 민창식 (동국대학교 건설환경공학과)
  • Received : 2012.01.16
  • Accepted : 2012.06.19
  • Published : 2012.08.31

Abstract

The KCI Building Code (2003 and 2007) provisions to control flexural cracking in beams and one-way slabs are discussed for related researches and the development of the provisions. Based on the basic ideas over the development of current provisions, possible problems with cracking control are identified and discussed for the remedies to fix the problems. Simple and clear equations to control flexural cracking in beams and one-way slabs are presented. The presented equations would avoid any conflicts with other provisions for the spacing of reinforcement.

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Cited by

  1. Maximum Bar Spacing for the Control of Cracking without Direct Calculation in Reinforced Concrete Beams vol.18, pp.6, 2018, https://doi.org/10.9798/KOSHAM.2018.18.6.235