>
Products About Us HomeForms & Feedback Career Site Map Technical DetailsPhoto Gallery
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
2526
3170
125374
66648
61350
0.429
0.539
0.7
2.306
4406
4491
173916
110702
86811
0.749
0.763
0.9
2.965
6363
5714
221551
155713
110545
1.082
0.971
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
2140
2157
1884
1712
2393
2356
2058
1870
2621
2558
2234
2030
1.0
1513
1712
1496
1359
1692
1870
1633
1484
1853
2030
1773
1611
1.5
1236
1496
1307
1187
1381
1633
1427
1296
1516
1773
1549
1408
2.0
1070
1359
1187
1079
1196
1484
1296
1178
1311
1611
1408
1279
2.5
957
1262
1102
1001
1070
1378
1203
1093
1172
1496
1307
1187
0.70 mm
 
0.5
2827
2411
2106
1914
3160
2633
2300
2090
3462
2859
2497
2269
1.0
1999
1914
1672
1519
2235
2090
1826
1659
2448
2269
1982
1801
1.5
1632
1672
1460
1327
1825
1826
1595
1449
1999
1982
1732
1573
2.0
1413
1519
1327
1206
1580
1659
1449
1316
1731
1801
1573
1429
2.5
1264
1410
1232
1119
1413
1540
1345
1222
1548
1672
1460
1327
0.90 mm
 
0.5
3219
2614
2283
2074
3599
2854
2493
2265
3942
3099
2727
2460
1.0
2276
2074
1812
1646
2545
2265
1979
1798
2788
2460
2149
1952
1.5
1858
1812
1583
1438
2078
1979
1729
1571
2276
2149
1877
1705
2.0
1609
1646
1438
1307
1799
1798
1571
1427
1971
1952
1705
1549
2.5
1440
1528
1335
1213
1609
1669
1458
1325
1763
1812
1583
1438
Span should not exceed (No limit) Value
Design Criteria and Material Properties
Typical Load - Span Relationship MEI 38/200 Aluminium

Designed & Maintained by webmaster@mei-uae.com