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GEOMETRICAL PROPERTIES

SL. No

BASE METAL THICKNESS

FINISHED THICKNESS
AVG WEIGHT KG
MOMENT OF INERTIA
SECTIONAL MODULE
 
MM
MM
PER RM
CM4/M
CM3/M
1.
0.18
0.19
1.32
0.212
0.46
2.
0.20
0.22
1.46
0.235
0.51
3.
0.22
0.24
1.64
0.259
0.56
4.
0.28
0.33
1.99
0.339
0.73

ALLOWABLE LOAD (UDL) IN Kg/M2

BASE MATERIAL THICKNESS     MM
SPAN IN METER
1.00
1.20
1.40
1.50
1.60
0.18
79
55
40
35
31
0.20
88
61
45
39
34
0.22
97
67
49
43
37
0.28
126
87
64
56
49
 
     
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