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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
1.844
3970
3966
202236
112683
95152
0.675
0.674
0.7
2.582
6789
6375
280675
183291
147309
1.154
1.084
0.9
3.320
9723
9057
357728
255228
206245
1.653
1.540
E=
70000
N/mm2
Fy=
170     N/mm2
Load-Span table
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
2682
2519
2201
1999
2998
2751
2403
2183
3284
2987
2609
2371
1.0
1896
1999
1747
1587
2120
2183
1907
1733
2322
2371
2071
1882
1.5
1548
1747
1526
1386
1731
1907
1666
1514
1896
2071
1809
1644
2.0
1341
1587
1386
1260
1499
1733
1514
1375
1642
1882
1644
1493
2.5
1199
1473
1287
1169
1341
1609
1405
1277
1469
1747
1526
1386
0.70 mm
 
0.5
3400
2844
2485
2257
3801
3106
2713
2465
4164
3372
2946
2677
1.0
2404
2257
1972
1792
2688
2465
2153
1957
2944
2677
2338
2124
1.5
1963
1972
1723
1565
2195
2153
1881
1709
2404
2338
2043
1856
2.0
1700
1792
1565
1422
1901
1957
1709
1553
2082
2124
1856
1686
2.5
1521
1663
1453
1320
1700
1816
1587
1442
1862
1972
1723
1565
0.90 mm
 
0.5
4053
3118
2724
2475
4531
3405
2975
2703
4963
3697
3230
2934
1.0
2866
2475
2162
1964
3204
2703
2361
2145
3510
2934
2563
2329
1.5
2340
2162
1889
1716
2616
2361
2062
2145
3510
2934
2239
2035
2.0
2026
1964
1716
1559
2265
2145
1874
1703
2482
2329
2035
1849
2.5
1812
1824
1593
1447
2026
1991
1740
1580
2220
2162
1889
1716
Span should not exceed (No limit) Value
Design Criteria and Material Properties
Typical Load - Span Relationship MEI 45/150 Aluminium

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