DESIGN STEEL ELEMENTS


Project Title    

Ultimate Moment, Mult = kNm     Ultimate Shear, Vult = kN    

Ultimate Axial/Tension, Nult = kN (+ve for Compression , -ve for Tension )    

Design Code,       Design Yield Strength,   N/mm2    


UBC Imperior units                            UBC Metric units
                 

Length of UBC, (Short Column Only for compression load)     LUBC,   mm    

Weld size,     sweld,   mm    

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