Developed by Fabio de Briyano
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Steel Design to BS 5950-1:2000

Maximum Design Moment (Ultimate Limit State)
kNm
Maximum Design Shear Force (Ultimate Limit State)
kN
Steel Grade
275N/mm2
Effective Length
m
Consider End/Support conditions in determining the effective length
Select Structural Steel Section
Universal Beam
Universal Column
Parrallel Flange Channel
Rolled Steel Joist (RSJ)