Ok

Design pressure at ultimate limit state =

1801 2.752

2.7.4 Flexural reinforcement

Moment at face of column = 238 x 2.75 x 1.2252/2 = 491 kNm Average effective depth = 600 - 50 - 25 = 525 mm

491 x 106

bd2f

s yk bdf

Hence A

2.7.5 Shear

2.7.5.1 Shear across base

Shear force may be calculated at a critical section distance d from the face of the column.

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