By Andrew G. J. Way, P. R. Salter, Steel Construction Institute (Great Britain).
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Additional resources for Introduction to steelwork design to BS 5950-1:2000
4 Section Flange Web Open section t d T d/t ≤ b/T ≤ 15ε b B y D x 120 ε 1 + 2 r2 Table 11 Table 12 and 40ε Hot-finished hollow section t x d/t ≤ b/t ≤ 40ε 120 ε 1 + 2 r2 and 40ε y Cold-formed hollow section B y D x t x d d/t ≤ b/t ≤ 35ε 105 ε 1 + 2 r2 and 35ε y Note: For all cases shown r2 = Fc / (Ag py). doc 50 Printed 20/08/2003 P325: Introduction to Steelwork Design to BS 5950-1:2000 Discuss me ... 6 Members in lattice frames and trusses Members in lattice frames and trusses using angles, channels and T sections are treated in the same way as other compression members, apart from the method of determining the slenderness.
4 summaries the section classification limits for common cross-sections. 4 the classification limits vary with the level of applied axial compressive load. Therefore, the section classification may change if the axial compressive load changes. 4 Section Flange Web Open section t d T d/t ≤ b/T ≤ 15ε b B y D x 120 ε 1 + 2 r2 Table 11 Table 12 and 40ε Hot-finished hollow section t x d/t ≤ b/t ≤ 40ε 120 ε 1 + 2 r2 and 40ε y Cold-formed hollow section B y D x t x d d/t ≤ b/t ≤ 35ε 105 ε 1 + 2 r2 and 35ε y Note: For all cases shown r2 = Fc / (Ag py).
The d/t of the fabricated section is 125, therefore try x equal to 5t, which is 40 mm. doc 38 Table 11 Printed 20/08/2003 P325: Introduction to Steelwork Design to BS 5950-1:2000 Discuss me ... ybar = = = BS 5950-1 ∑( y × a ) A eff 5 × 60 × 10 + (10 + 384) × 768× 8 + (10 + 904) × 192 × 8 + 1015× 60 × 10 1000× 8 + 2 × 60 × 10 − 40 × 8 3000 + 2421000 + 1404000 + 609000 8880 = 500 mm Check if ybar + x + beff + 10 equals 1020 mm, 500 + 40 + 480 + 10 = 1030 mm > 1020 mm Therefore, reduce x value by slightly more than 10 mm, try x = 28 mm.
Introduction to steelwork design to BS 5950-1:2000 by Andrew G. J. Way, P. R. Salter, Steel Construction Institute (Great Britain).