Member CapacitiesCapacity 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/mm2, pa=190N/mm2, pv=105N/mm2 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 Spanmm

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

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