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Steel
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
4.806
2949
2519
101543
86431
55298
1.017
0.689
0.7
6.728
4590
3942
140947
130890
82872
1.583
1.360
0.9
8.650
6132
5261
179668
151780
112660
2.115
1.681
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
2529
2389
2087
1898
2976
2609
2280
2071
3260
2833
2475
2249
1.0
1788
1897
1657
1506
2104
2071
1809
1644
2305
2249
1964
1785
1.5
1460
1657
1447
1315
1718
1809
1581
1436
1882
1964
1716
1559
2.0
1264
1506
1315
1195
1488
1664
1436
1305
1630
1785
1559
1417
2.5
1131
1397
1221
1109
1331
1526
1333
1211
1458
1636
1447
1315
0.70 mm
 
0.5
3331
2690
2350
2315
3723
2938
2567
2332
4079
3190
2787
2532
1.0
2355
2135
1866
1695
2633
2322
2037
1851
2885
2532
2211
2010
1.5
1923
1886
1630
1481
2150
2037
1779
1616
2355
2211
1932
1755
2.0
1665
1695
1481
1345
1862
1851
1616
1469
2039
2010
1755
1595
2.5
1489
1573
1375
1249
1665
1718
1501
1363
1824
1886
1630
1481
0.90 mm
 
0.5
3487
2491
2569
2335
4302
3211
2805
2549
4712
3487
3046
2768
1.0
2721
2335
2039
1853
3042
2549
2227
2023
3332
2768
2418
2197
1.5
2221
2039
1782
1619
2484
2227
1945
1767
2721
2418
2112
1919
2.0
1924
1853
1619
1470
2151
2023
1767
1606
2356
2197
1919
1744
2.5
1720
1719
1502
1365
1924
1878
1641
1491
2107
2039
1782
1619
Span should not exceed (No limit) Value
Design Criteria and Material Properties
Typical Load - Span Relationship MEI 32/250 Steel

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