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Member Capacities Capacity Results to BS 8118: Part 1 Section AC-02C Notes: Notes: Load capacity = UDL total characteristic (working) load in kN. Welding will reduce the member capacities, please seek advice. Limiting stresses: po=150N/mm 2 , pa=190N/mm 2 , pv=105N/mm 2 for use with BS 8118: Part 1 design only. Allowance for self weight of profile made i.e. stated F = Load applied to profile. No allowance made for bearing/local crushing due to concentrated load. Above table is not to use for replacement of detailed structural design. For design criteria deviating from BS 8118, please seek advice. Fmax (kN) Max Deflection =L/200 Strut/Beam Span mm 250 500 750 1000 1250 1500 1750 2000 2250 2500 FUDL(kN) 20.6 10.3 6.9 4.8 3.1 2.1 1.6 1.2 0.9 0.8 SUDL(mm) 0.3 1.3 3.0 5.0 6.3 7.5 8.8 10.0 11.2 12.5 Fmax (kN) 44.4 41.9 38.1 32.1 24.9 18.8 14.5 11.4 9.2 7.5 Fmax (kN) Max Deflection =L/200 FPL(kN) 10.3 5.2 3.4 2.6 1.9 1.3 1.0 0.8 0.6 0.5 SPL(mm) 0.3 1.1 2.4 4.3 6.3 7.5 8.7 10.0 11.3 12.5 Material - profiles Aluminium Alloy 6060-T6 61 42 Alphastrut® Office 6C, 1 Michaelson Square, Kirkton Campus, Livingston, West Lothian, EH54 7DP Tel: +44 (0) 1506 407166 www.alphastrut.com
