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Table 3 — Values to be used in referenced clauses instead of boxed values

Reference in EC2

Definition

UK values

2.5.1.3(4)

Assumed imperfection v (radians) when 2nd order effects are insignificant

1/200

2.5.3.5.5(5)

Limits to ratio of support to mid-span moment where plastic analysis is used

Between 1.0 and 2.0

3.2.5.1(5)

Minimum shear strength of welds

25 % of the tensile strength of the bar

4.1.3.3(8)

Allowance for tolerance (Ah) in cover for precast elements

Allowance for tolerance (Ah) in cover for in situ concrete

Ah = 5 mm Ah = 5 mm

4.1.3.3, Table 4.2 and notes

Minimum covers as a function of exposure

See Table 4 of this NAD

4.2.1.3.3(12)

Reduction factor a to take account of the effects of long-term loading on maximum compressive stress (compression zone decreasing in width)

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