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This is the strength criteria used in EC5 and where the member in Figure 5.7 is b mm wide and subjected to a design compressive stress, ac>a,d, at an angle a to the grain, from equation (5.14) the design condition to be satisfied will be

Table 5.3 (continued )

Strength class C40 Strength class C45 Strength class C50

E0.05 9400 N/mm2 E0.05 10 000 N/mm2 E0.05 10 700 N/mm2

E0.05 9400 N/mm2 E0.05 10 000 N/mm2 E0.05 10 700 N/mm2

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