Hence wall is slender

2.8.5 Vertical reinforcement

Higgins and Rogers design the shear wall as unreinforced. Plain concrete walls will be covered in EC2 Part 1A which, at the time of publication, has not yet been finalized. The wall will, therefore, be designed here as a reinforced wall. As will be seen, the result is the same.

Eccentricity due to applied loads «0, = 0

Accidental eccentricity

1 3760

Eqn 4.60

Figure 4.27

Eqn 4.66

Eqn 4.61

Second order eccentricity 37602

0 0

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