F. K. Kong MA, MSc, PhD, CEng, FICE, FIStructE, R. H. Evans CBE, DSc, D ès Sc, DTech, PhD, CEng, FICE, FIMechE, FIStructE (auth.)-Reinforced and Prestressed Concrete-Springer US (1987)

80 Axially loaded reinforced concrete columns
6-20 mm bars
(HYS)
8mm
o
links ms
f
A
j
A
A-A
8mm links (ms)
r-->
30 mm cover to links
Fig.3.6-1 Reinforcement arrangement: Example 3.6-2
(see also standard detailing in Fig. 3.6-2)
Example 3.6-3 explains the standard method of detailing reinforced
concrete [9] in current British practice.
Example 3.6-3
Revise the reinforcement drawings in Fig. 3.6-1 to conform to the British
standard method of detailing structural concrete [9].