|
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
|
2354
|
3289
|
167725
|
80533
|
83585
|
0.400
|
0.559
|
|
0.7
|
2.306
|
4252
|
4742
|
232917
|
138652
|
118951
|
0.723
|
0.806
|
|
0.9
|
2965
|
6197
|
6059
|
297037
|
197592
|
151683
|
1.053
|
1.030
|
|
|
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
|
2066
|
2382
|
2081
|
1890
|
2310
|
2601
|
2272
|
2064
|
2530
|
2824
|
2467
|
2241
|
|
1.0
|
1461
|
1890
|
1651
|
1500
|
1633
|
2064
|
1803
|
1638
|
1789
|
2241
|
1958
|
1779
|
|
1.5
|
1193
|
1651
|
1443
|
1311
|
1334
|
1803
|
1575
|
1431
|
1461
|
1958
|
1710
|
1554
|
|
2.0
|
1033
|
1500
|
1311
|
1191
|
1155
|
1638
|
1431
|
1300
|
1265
|
1779
|
1554
|
1412
|
|
2.5
|
924
|
1393
|
1217
|
1105
|
1033
|
1512
|
1329
|
1207
|
1132
|
1651
|
1443
|
1311
|
|
0.70
mm
|
|
|
0.5
|
2777
|
2664
|
2328
|
2115
|
3104
|
2910
|
2542
|
2309
|
3401
|
3159
|
2760
|
2507
|
|
1.0
|
1963
|
2115
|
1847
|
1679
|
2195
|
2309
|
2017
|
1833
|
2405
|
2507
|
2190
|
1990
|
|
1.5
|
1603
|
1847
|
1614
|
1466
|
1792
|
2017
|
1762
|
1601
|
1963
|
2190
|
1913
|
1739
|
|
2.0
|
1388
|
1679
|
1466
|
1332
|
1552
|
1833
|
1601
|
1455
|
1700
|
1990
|
1739
|
1580
|
|
2.5
|
1242
|
1558
|
1361
|
1237
|
1388
|
1702
|
1486
|
1350
|
1512
|
1847
|
1614
|
1466
|
|
0.90
mm
|
|
|
0.5
|
3315
|
2889
|
2524
|
2293
|
3706
|
3155
|
2756
|
2506
|
4060
|
3426
|
2993
|
2719
|
|
1.0
|
2344
|
2293
|
2003
|
1820
|
2620
|
2504
|
2188
|
1988
|
2871
|
2719
|
2375
|
2158
|
|
1.5
|
1914
|
2003
|
1750
|
1590
|
2140
|
2188
|
1911
|
1736
|
2344
|
2375
|
2075
|
1885
|
|
2.0
|
1657
|
1820
|
1590
|
1445
|
1853
|
1988
|
1736
|
1578
|
2030
|
2158
|
1885
|
1713
|
|
2.5
|
1482
|
1690
|
1476
|
1341
|
1657
|
1854
|
1612
|
1465
|
1816
|
2003
|
1750
|
1590
|
Span should not exceed (No limit) Value
|
| Design
Criteria and Material Properties |
|
Typical
Load - Span Relationship MEI 45/250 Aluminium
|
|
|
Designed &
Maintained by webmaster@mei-uae.com
|
