As lateral torsional buckling does not occur, the combined stress conditions to be met will be 5.21, 5.22 and 5.23 (EC5, equations (6.23), (6.24) and (6.35)):

a hc

All less than 1; therefore OK

The 38 mm by 100 mm sawn section timber in strength class C16 is satisfactory for the bracing members.

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