Steel Buildings in Europe

2 - 51 Part 2: Concept Design Table 8.1 (Continued) Single-span portal frame with 6° roof pitch Span of frame (m) Rafter load (kN/m) Eaves height (m) 15 20 25 30 35 40 Rafter 14 14 14 6 8 10 IPE 330 IPE 330 IPE 330 IPE 400 IPE 400 IPE 400 IPE 450 IPE 450 IPE 450 IPE 450 IPE 450 IPE 450 IPE 550 IPE 550 IPE 550 IPE 600 IPE 600 IPE 600 Restrained column 14 14 14 6 8 10 IPE 360 IPE 400 IPE 400 IPE 450 IPE 450 IPE 450 IPE 550 IPE 550 IPE 600 IPE 600 IPE 600 IPE 750  137 IPE 750  173 IPE 750  173 IPE 750  173 IPE 750  173 HE 800 HE 800 Unrestrained column 14 14 14 6 8 10 IPE 450 IPE 550 IPE 550 IPE 550 IPE 600 IPE 750  137 IPE 600 IPE 750  137 IPE 750  173 IPE 750  137 IPE 750  173 HE 800 IPE 750  173 HE 800 HE 800 HE 800 HE 800 HE 900 Rafter 16 16 16 6 8 10 IPE 330 IPE 330 IPE 330 IPE 400 IPE 400 IPE 400 IPE 450 IPE 450 IPE 450 IPE 550 IPE 550 IPE 50 IPE 550 IPE 600 IPE 600 IPE 600 IPE 600 IPE 600 Restrained column 16 16 16 6 8 10 IPE 400 IPE 400 IPE 450 IPE 550 IPE 550 IPE 550 IPE 600 IPE 600 IPE 600 IPE 750  137 IPE 750  137 IPE 750  137 IPE 750  173 IPE 750  173 HE 800 HE 800 HE 800 HE 800 Unrestrained column 16 16 16 6 8 10 IPE 450 IPE 550 IPE 600 IPE 550 IPE 600 IPE 750  137 IPE 600 IPE 750  173 HE 800 IPE 750  137 HE 800 HE 800 IPE 750  173 HE 800 HE 900 HE 800 HE 900 HE 900