|
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
|
|
|