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Maximum Moment Of I Beam Or Channel Around Minor Axis:
 
Calculation:
Designer/Checker:
   
Input:  
   
 
(Note: All input Metric units are converted to English units for the equations below and then the output English units are converted back to Metric)
 
From AISC F6:
This calculation applies to I-shaped members and channels bent about their minor axis.
Width thickness ratio of flange (WTF - ft or m)
Limiting slenderness of compact flange (WTFp)
Limiting slenderness of noncompact flange (WTFr)
Steel yield strength (fy - ksi or MPa)
Section modulus of the beam, y axis (Sy - in^3 or mm^3)
Plastic section modulus, y axis (Zy - in^3 or mm^3)
Width of flange (bf - in or mm)
Thickness of flange (tf - in or mm)

     
   
   
Output:
 
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Maximum moment of the beam, Mu =
   
   
   
 
 
 



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