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)

496 Appendix 2 Design tab les and charts
Shape
code
Method of
measurement
Oimensions
tobe given in
bar schedule
Total length
of bar
20
32
1-- A----I
h--1
~{: A--I
straight
c
A
A
A+h
33
34
35
37
38
r----.h
h"'"
vf7 A5
n'),.!:Q====
'V'~ A---I
n~LA=S'n
I~r
~B~
!Jr
r~r~
I--B =:rT
I
c "")
A
A
A
AL-
AL-.J
B
I
{
A+2h
A+n
A+ 2n
A+B +C
- r - 20
41
{
{
A+B+C
if CIt
~45'
A+B +C -r-20
if O(
> 45 o
o = bar size
h} n ond r: see Fig. A2 -1
Fig. A2-2(a) Bending dimensions-BS 4466