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)

Typical reinforcement details 453
Comments on Step 8
See 'Lateral ties or links' in Section 3.5. Note the restriction on link size
and link spacings. Figure 11.5-15 conforms to the standard method of
detailing [1] as explained in Example 3.6-3. If necessary, study again Figs
3.6-1 and 3.6-2.
In Fig. 11.5-15, the starter bars are indicated as broken lines, because
they are to be detailed with the footing-see Example 3.6-3: Comment
(d).
Example 11.5-4
Prepare a bar bending schedule for the reinforced concrete column in
Example 11.5-3. Conform to BS 4466: Bending Dimensions and
Scheduling of Bars for the Reinforcement of Concrete.
SOLUTION
The bending schedule is shown in Fig. 11.5-16.
11.6 Typical reinforcement details
2T8- 6
10T16-1-150
10T12-4-150
Cover to outer bars = 20
4 T12-5
-200
10 T16 -3 -150
Fig. 11.6-1 Typical section through stairs [1]