Xrel.i otherwise kcirt = 0.96

Combined stress conditions

Including for equations (5.35) and (5.36) in addition to equation (5.38) in the strength check:

Combined axial and bending stress condition about the y-y axis - functioning as a column (equation (5.35) (EC5, 6.3.2(3)))

Compression stress condition about the z-z axis (equation (5.36) (EC5 6.3.2(3)))

Combined bending and axial stress condition functioning as a beam (equation (5.38); EC5, equation (6.35)):

0 0

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