Abstract
Reinforcement should have concrete cover and the thickness of such cover (exclusive of plaster or other decorative finish) should be: 1. for each end of a reinforcing bar, not less than 25 mm nor less than twice the diameter of such bar; 2. for a longitudinal reinforcing bar in a column, not less than 40 mm nor less than the diameter of such bar. In the case of columns with a minimum dimension of 200 mm or under, whose bars do not exceed 12 mm diameter, 25 mm cover may be used; 3. for a longitudinal reinforcing bar in a beam, not less than 25 mm nor less than the diameter of such bar; 4. for tensile, compressive, shear or other reinforcement in a slab, not less than 15 mm nor less than the diameter of such reinforcement; 5. for any other reinforcement not less than 15 mm nor less than the diameter of such reinforcement.
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© 1985 Peter H. Newton
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Newton, P.H. (1985). The Detailing Of Reinforcement According To CP114: The Structural Use Of Reinforced Concrete In Building . In: Structural Detailing. Macmillan Building and Surveying Series. Palgrave, London. https://doi.org/10.1007/978-1-349-07253-8_18
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DOI: https://doi.org/10.1007/978-1-349-07253-8_18
Publisher Name: Palgrave, London
Print ISBN: 978-1-349-07255-2
Online ISBN: 978-1-349-07253-8
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