Eaves Beam Load Table

Eaves Beams

All loads are working loads/span

Section Reference Weight kg/m Vertical UDL kN Deflection UDL kN (Span/200)
1 lateral support
Span 4.0m
170 E 20 5.89 17.88 17.88
Span 4.5m
170 E 20 5.89 14.05 14.05
Span 5.0m
170 E 20 5.89 11.30 11.30
Span 5.5m
170 E 20 5.89 9.26 9.26
Span 6.0m
170 E 20 5.89 7.70 7.70
230 E 20 6.83 15.66 15.66
2 lateral supports
Span 6.5m
170 E 20 5.89 6.48 6.48
230 E 20 6.83 13.25 13.25
Span 7.0m
230 E 20 6.83 11.33 11.33
230 E 25 8.47 14.03 14.03
Span 7.5m
230 E 20 6.83 9.78 9.78
230 E 25 8.47 12.10 12.10
Span 8.0m
230 E 25 8.47 10.52 10.52
270 E 25 9.76 16.81 16.81
Span 8.5m
230 E 25 8.47 9.20 9.20
270 E 25 9.76 14.76 14.76
Span 9.0m
230 E 25 8.47 8.09 8.09
270 E 25 9.76 13.03 13.03
270 E 29 11.27 15.01 15.01
Span 9.5m
270 E 25 9.76 11.56 11.56
270 E 29 11.27 13.31 13.31
Span 10.0m
270 E 25 9.76 10.29 10.29
270 E 29 11.27 11.86 11.86
330 E 30 12.58 18.91 18.91
Span 10.5m
270 E 29 11.27 10.60 10.60
330 E 30 12.58 16.98 16.98
Span 11.0m
270 E 29 11.27 9.50 9.50
330 E 30 12.58 15.29 15.29
3 lateral supports
Span 11.5m
270 E 29 11.27 8.53 8.53
330 E 30 12.58 13.81 13.81
Span 12.0m
270 E 29 11.27 7.68 7.68
330 E 30 12.58 12.51 12.51

Note: The above loads are based on a horizontal working wind load of 1 kN/m run.