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Shear Strength for I-Shaped Members About The Weak Axis:
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 G7:
The following is for calculating web shear of I shaped members loaded about the weak axis without torsion.
   
   
Width of the flange (bf - in or mm)
Thickness of the flange (tf - in or mm)
Steel yield strength (fy - ksi or MPa)
     
   
   
Output:
 
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Nominal shear, Vn =
Maximum web shear, Vu =
   
 
 
 



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