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)

Design and detailing-illustrative example 149
Step 7 Shear reinforcement
See Example 6.12-1. Provide 10 mm mild steel links at 200 mm centres.
Step 8 Deflection
See Example 5.7-1.
Step 9 Cracking
See Example 5.7-2.
Step 10 Summary of outputs
Cross-sectional dimensions
Cover to longitudinal bars (Step 1)
Support main bars (Step 4)
Midspan main bars (Step 5)
Links (Step 7)
as in Fig. 4.11-1(a)
40 mm
two 20 mm
two 16 mm plus one 20
mm
10 mm ms at 200 mm
The reinforcement details are shown in Fig. 4.11-2, which conforms to
the standard method of detailing, as explained in Example 3.6-3.
Comments on Step 1
Preliminary member sizing is discussed in Sections 11.1, 11.2 and 11.3.
25 R10 - 6- 200
2 T 16-3
2T16 -1
1 T20-2
Cover to links= 30
3 4 4 3
Fig. 4.11-2
5 2 5
A-A