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Aluminium
Thickness
Weight
 Section Modulus
Moment of Inertia
MR
(+M)
(-M)
Full
(+M)
(-M)
(+M)
(-M)
mm
Kg/m2
mm3/m
mm4/m
Kn-m/m
0.5
1.647
1682
2230
101543
50916
50225
0.286
0.379
0.7
2.306
2985
3188
140947
86307
71309
0.508
0.542
0.9
2.965
4332
4065
179668
122309
90880
0.736
0.691
E=
70000
N/mm2
Fy=
170     N/mm2
Thickness 0.50 mm
Permissible span in (mm)
Single Type
Single Span
Double Span
Interior Span
Deflection
No Limit
L/100
L/150
L/200
No Limit
L/100
L/150
L/200
No Limit
L/100
L/150
L/200
0.5
1450
1651
1442
1310
1707
1803
1575
1431
1870
1957
1710
1552
1.0
1026
1310
1144
1040
1207
1431
1250
1135
1322
1553
1357
1233
1.5
838
1144
1000
908
985
1250
1092
992
1081
1357
1185
1077
2.0
725
1040
908
826
853
1135
992
901
935
1233
1097
979
2.5
649
966
843
766
763
1051
921
836
836
1144
1000
908
0.70 mm
 
0.5
1933
1846
1613
1465
2274
2016
1761
1600
2492
2189
1912
1737
1.0
1367
1465
1280
1163
1608
1600
1398
1270
1762
1737
1517
1379
1.5
1116
1280
1118
1016
1313
1398
1221
1109
1438
1517
1326
1205
2.0
966
1163
1016
923
1137
1270
1109
1008
1246
1379
1205
1094
2.5
864
1079
943
857
1017
1179
1030
935
1111
1280
1118
1016
0.90 mm
 
0.5
2255
2001
1748
1588
2654
2185
1909
1735
2907
2373
2080
1884
1.0
1595
1588
1387
1261
1877
1734
1515
1377
2056
1884
1645
1495
1.5
1302
1387
1212
1101
1532
1515
1324
1203
1679
1645
1437
1306
2.0
1127
1261
1101
1001
1327
1377
1203
1093
1454
1495
1306
1186
2.5
1009
1170
1022
929
1187
1281
1117
1015
1300
1387
1212
1101
Span should not exceed (No limit) Value
Design Criteria and Material Properties
Typical Load - Span Relationship MEI 32/250 Aluminium

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