# Reinforced Concrete Design

## Errata for Reinforced Concrete Design 7th edition

• p83 - equation 4.24 – insert ‘hf’ to second term of equation after ‘fck’ and before brackets.
• p91 - move lines 13 and 14 up to line 12., and close up existing lines 15 and 16. Insert after this as a new line:
‘For pure axial compression, a uniform compressive concrete strain of 0.002 may be taken where Grade 500 reinforcement is used, as in the UK, and for practical purposes this may be considered to approximate to the yield strain for such steel.’
• p92 - 10 lines from bottom- insert ‘it can be assumed that’ after ‘compression’.
• p278 - line 3 – replace ‘grade’ by ‘class’.
• p280 - equation 9.13 – in second expression on right side of equation replace ‘fck’ by ‘fyk’
• Page 215 – line 4 replace (2.5 + 4.0) with (2.5 + 0.4)
• Appendix – replace ‘2B41’ by ‘times sign’ in the following 6 places:
• p435 Table A6 - title
- footnote 3
• P438 (b) 6th eqn. for ‘Vmin’
(c) second line
(d) last line
• ​p439 line 5 – eq. for sin theta cos theta
January 2014