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k

î r t T T "7 kN/m t t t t t t 1

Figure 7.3 Loading diagram

Figure 7.4 Shear force diagram

Figure 7.5 Bending moment diagram

7.1.2.5 Flexural design

7.1.2.5.1 Longitudinal direction - top steel

Mid-span

Using the design tables for singly reinforced beams

^Sd bd2f ck

2167 x 106

3000 x 6752 x 30

= 0.123 < 0.45 limit with zero redistribution OK

s yk bdf

+1 0

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