MS414115 Series

SAFE LOAD TABLES
Beam Span or Column Effective Length (m) Uniformly Distributed LoadLoad Concentrated Near Centre of SpanSafe Column Load (Kg)
Safe Load (kg) and corresponding Deflection (mm)Load (kg) Deflection limited to span / 200Load (kg) Deflection limited to span / 360Safe Load ( kg ) and corresponding Deflection (mm)Load (kg) Deflection limited to span / 200Load(kg) Deflection limited to span / 360Load applied at centroid of sectionLoad applied at face of section
LoadDef.LoadDef.
0.126320.032632263215690.021569156938231187
0.215680.16156815687840.1078478438141179
0.310460.35104610465230.2252352337231159
0.47840.637847843920.3939239236171133
0.56270.986276273140.6131431434781100
0.65231.415235232610.8826126132971061
0.74481.924484482241.2022422430571015
0.83922.513923481961.571961962743957
0.93493.173492751741.981741722418897
1.03143.923142221572.451571392109836
1.12854.742851841432.961431151857782
1.22615.642611541313.53131971625727
1.32416.622371321214.14121821432677
1.42247.682041141124.80112711270631
1.52098.81178991055.51105621148594
1.619610.0315687986.2798541033556
1.718511.3213977927.078748934522
1.817412.6912469877.937743862495
1.916514.1411162838.846939788466
2.015715.6710056789.796335a Le / rxx andgt 180
2.114917.2791507510.805732
2.214318.9683467111.855229
2.313620.7276426812.954726
2.413122.5670396514.104324
2.512524.4864366315.304022
2.612126.4859336016.553721
2.711628.5555315817.853419
2.811230.7151285619.193218
2.910832.9448265420.593017
3.010535.2544255222.032815

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