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)

Appendix 2 Design tables and charts 497
Shape Method of Oi mensions to Total length
code measurement be given in of bar
bar schedule
43
..j A ,""", J\1 F-
A-i {A+2S+C+E
r r r:' r O
~
-lCI-
( if O( S 45°)
~
C
51 I~- A~ A+S-1. r -0
~ standard) 2
S........l
60
E] lAs]
2(A+B)+20 0
62
J
\~>-B ~~
1- C--I'v~ f -.
,-=A:='"1..i
A
{ Â+ C
(ifa< S 45°)
81 ~: ~8
€::f?
2A+3S +220
t
Isometric ~
83
'* ~ ~
Isometric.
view O view
A
A+2B+C+D
- 2r - 40
o = bar size
h, n and r: see Fig A2-1
Fig. A2-2(b) Bending dimensions-BS 4466