|
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
|
|
|
Designed &
Maintained by webmaster@mei-uae.com
|