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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
4346
3655
167725
142787
86397
1.499
1.261
0.7
6.728
6752
5712
232917
216498
129367
2.329
1.971
0.9
8.650
9020
7556
297037
285849
175653
3.112
2.607
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
3667
3420
2988
2715
4100
3735
3263
2964
4492
4055
3542
3219
1.0
2593
2715
2371
2155
2899
2964
2590
2353
3176
3219
2812
2555
1.5
2117
2371
2072
1882
2367
2590
2262
2055
2593
2812
2456
2232
2.0
1834
2155
1882
1710
2050
2353
2055
1867
2246
2555
2232
2028
2.5
1640
2000
1747
1588
1834
2184
1908
1734
2009
2317
2072
1882
0.70 mm
 
0.5
4585
3849
3363
3055
5126
4203
3672
3336
5615
4564
3987
3622
1.0
3242
3055
2669
2425
3625
3336
2914
2648
3971
3622
3164
2875
1.5
2647
2669
2332
2118
2959
2914
2546
2313
3242
3164
2764
2512
2.0
2292
2425
2118
1925
2563
2648
2313
2102
2808
2875
2512
2282
2.5
2050
2251
1967
1787
2292
2458
2147
1951
2511
2669
2332
2118
0.90 mm
 
0.5
5273
4206
3675
3339
5896
4593
4012
3646
6458
4987
4357
3958
1.0
3729
3339
2916
2650
4169
3646
3185
2893
4567
3958
3458
3142
1.5
3044
2916
2548
2315
3404
3185
2782
2528
3729
3458
3021
2744
2.0
2637
2650
2315
2103
2948
2893
2528
2297
3229
3142
2744
2494
2.5
2358
2460
2149
1952
2637
2686
2347
2132
2888
2916
2548
2315
Span should not exceed (No limit) Value
Design Criteria and Material Properties
Typical Load - Span Relationship MEI 38/200 Aluminium

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