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Additional info for Design Data: In Accordance with the Eurocodes and UK National Annexes (Steel Building Design)
1. If a section is Class 4, the design resistances are calculated based on the section modulus appropriate for a Class 3 section and a reduced design strength such that the section is Class 3. When subject to combined axial compression and bending, elliptical hollow sections are classified for axial compression, which may be more onerous than major axis bending. (b) LT M y, Rk M1 This term is given in the table as Mb,Rd for rectangular and elliptical hollow sections. / Npl,Rd limits. The higher limit ensures the section is Class 3 and the lower limit (in bold) ensures the section is Class 2, Mb,Rd is calculated accordingly.
1 respectively, with the shear area for bending about the major axis taken as Av = A h / (b + h) (ii) The section classification given in the tables applies to members subject to bending only about the appropriate axes. Sections may be Class 4 for pure bending about the y-y or z-z axis. It should be noted that a section may be Class 4 when bending about the z-z axis and not Class 4 when bending about the y-y axis. (iii) The limiting length, Lc, is the length above which the design buckling resistance moment is reduced below the cross-sectional resistance due to lateral torsional buckling.
3. BS 4 Structural steel sections BS 4-1:2005: Specification for hot rolled sections 4. BS EN 10034:1993: Structural steel I and H sections. Tolerances on shape and dimensions (Replaces BS 4-1:1980) 5. BS EN 10024:1995: Hot rolled taper flange I sections. Tolerances on shape and dimensions 6.