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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
4198
3645
125374
106691
73515
1.448
1.258
0.7
6.728
6545
5715
173916
161293
110289
2.258
1.972
0.9
8.650
8746
7698
221551
150160
150160
3.017
2.256
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
3662
3152
2753
2505
4095
3442
3007
2732
4486
3737
3265
2966
1.0
2590
2502
2185
1986
2895
2732
2386
2168
3172
2966
2591
2354
1.5
2115
2185
1909
1735
2364
2386
2085
1894
2590
2591
2264
2057
2.0
1831
1986
1735
1576
2047
2168
1894
1721
2243
2354
2057
1869
2.5
1638
1843
1610
1463
1831
2013
1758
1598
2006
2185
1909
1735
0.70 mm
 
0.5
4586
3550
3101
2818
5127
3877
3387
3077
5617
4209
3677
3341
1.0
3243
2818
2462
2236
3626
3077
2688
2442
3972
3341
2918
2652
1.5
2648
2462
2150
1954
2960
2688
2348
2133
3243
2918
2550
2316
2.0
2293
2236
1954
1775
2564
2442
2133
1938
2808
2652
2316
2105
2.5
2051
2076
1814
1648
2293
2267
1980
1799
2512
2462
2150
1954
0.90 mm
 
0.5
5322
3882
3392
3082
5951
4240
3704
3365
6519
4603
4021
3654
1.0
3764
3082
2692
2446
4208
3365
2940
2671
4609
3654
3192
2900
1.5
3073
2692
2352
2137
3436
2940
2568
2333
3764
3192
2788
2533
2.0
2661
2446
2137
1941
2975
2671
2333
2120
3259
2900
2533
2302
2.5
2380
2270
1983
1802
2661
2479
2166
1968
2915
2692
2352
2137
Span should not exceed (No limit) Value
Design Criteria and Material Properties
Typical Load - Span Relationship MEI 38/200 Steel

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