DESIGN STEEL BEAM COLUMN

Project Title    






Design Code,       Design Strength, N/mm2     

UBC Imperior units
      
UBC Metric units
      

Tapered Flange Channel (Metric)
      
Tapered Flange Channel (Imperial)
      
Parallel Flange Channel
      


PLEASE SELECT ONE BM PROFILE BETWEEN RESTRAINT / EFFECTIVE LENGTH (LE)
Forces ;
y-y - main axis , z-z - secondary axis
MEd.yy= kNm      MEd.zz= kNm     
VEd.yy= kN     VEd.zz= kN    
NEd= kN    

Effective Length;
LE_yy= m     Put in 0.1m for fully restrained flange
LE_zz= m     Put in 0.1m for fully restrained flange

C1 = 1.13     C1 = 1.2     C1 = 1.28     C1 = 1.35    
C1 = 1.38     C1 = 1.56     C1 = 1.00     C1 = 1.04    
C1 = 1.88 - 1.4*ψ + 0.52*ψ2
ψ =    
C1 = 1.88    
C1 = 1.88 - 1.4*(-ψ) + 0.52*(-ψ)2
ψ =    

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