SPAN/LOAD DATA
Allowable loads (Self Wt. + Imposed) in kN/m
SPAN (L) IN METRES
SPAN CONDITION
THICKNESS OF PROFILE (mm)
1.00
1.25
1.50
1.75
2.00
2.25
2.50
2.75
3.00
0.45
0.55
0.70
2.38
2.95
3.77
1.22
1.51
1.93
0.71
0.87
1.12
0.44
0.30
0.37
0.47
0.21
0.26
0.33
0.15
0.19
0.24
0.11
0.14
0.18
0.09
2.55
3.14
3.99
1.63
2.01
1.13
1.40
1.77
0.83
1.03
1.30
0.64
0.79
0.50
0.62
0.58
0.27
0.34
0.43
3.19
3.93
4.99
2.05
2.51
1.33
1.65
2.11
0.84
1.04
0.56
0.89
0.40
0.49
0.63
0.29
0.36
0.46
0.22
0.17
NOTE: Figures in BLACK are maximum allowable loads for deflection of L/150
Figure in RED are limited by stress
Allowable loads have been calculated using limit state theory