Metsec

Eaves Beams Load Table

All loads are working loads/span
Section
reference
weight
kg/m
Vertical
U.D.L. kN
Deflection U.D.L.
in kN (span/200)
Number of lateral supports 1
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 11.3 11.3
200 E 20 6.36 16.48 16.48
SPAN 5.5m
170 E 20 5.89 9.26 9.26
200 E 20 6.36 13.53 13.53
SPAN 6.0m
170 E 20 5.89 7.7 7.7
200 E 20 6.36 11.28 11.28
230 E 20 6.83 15.66 15.66
Number of lateral supports 2
SPAN 6.5m
170 E 20 5.89 6.48 6.48
200 E 20 6.36 9.52 9.52
230 E 20 6.83 13.25 13.25
SPAN 7.0m
200 E 20 6.36 8.13 8.13
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 12.1 12.1
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 9.2 9.2
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 10.6 10.6
330 E 30 12.58 16.98 16.98
SPAN 11.0m
270 E 29 11.27 9.5 9.5
330 E 30 12.58 15.29 15.29
Number of lateral supports 3
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