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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
0.5
5.381
6311
5744
202236
173171
137672
2.177
1.982
0.7
7.534
9852
9070
280675
261004
207952
3.399
3.129
0.9
9.686
13166
12292
357728
343275
284369
4.542
4.241
                 
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
4598
3768
3292
2991
5140
4115
3595
3266
5631
4468
3903
3546
1.0
3251
2991
2613
2374
3635
3266
2853
2592
3982
3546
3098
2815
1.5
2654
2613
2283
2074
2968
2853
2492
2265
3251
3098
2706
2459
2.0
2299
2374
2074
1884
2570
2592
2265
2058
2815
2815
2459
2234
2.5
2056
2204
1925
1749
2299
2406
2102
1910
2518
2613
2283
2074
0.70 mm
 
0.5
5777
4252
3714
3375
6459
4643
4056
3685
7076
5041
4404
4001
1.0
4085
3375
2948
2679
4567
3685
3219
2925
5003
4001
3495
3176
1.5
3336
2948
2575
2340
3729
3219
2812
2555
4085
3495
3054
2774
2.0
2889
2679
2340
2126
3230
2925
2555
2322
3538
3176
2774
2521
2.5
2584
2487
2172
1974
2889
2715
2372
2155
3164
2948
2575
2340
0.90 mm
 
0.5
6726
4658
4070
3697
7520
5087
4444
4037
8237
5523
4825
4384
1.0
4756
3697
3230
2935
5317
4037
3527
3205
5825
4384
3830
3479
1.5
3883
3230
2822
2564
4341
3527
3081
2799
4756
3830
3345
3040
2.0
3363
2935
2564
2329
3760
3205
2799
2543
4119
3479
3040
2762
2.5
3008
2724
2380
2162
3363
2975
2599
2361
3684
3230
2822
2564
Span should not exceed (No limit) Value
Design Criteria and Material Properties
Typical Load - Span Relationship MEI 45/150 Steel

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