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Check Doubly or Singly Symmetric Member For Flexure and Axial Force:
 
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 H1 and H2:
This calculation applies to doubly and singly symmetric members subject to flexure and axial force, whether tension or compression.
   
Required axial strength, compression or tension (Pr - kips or N)
Available axial strength, compression or tension (Pc - kips or N)
Required flexural strength, about the x-axis/strong axis (Mrx - kip-in or N-mm)
Available flexural strength, about the x-axis/strong axis (Mcx - kip-in or N-mm)
Required flexural strength, about the y-axis/weak axis (Mry - kip-in or N-mm)
Available flexural strength, about the y-axis/weak axis (Mcy - kip-in or N-mm)

     
   
   
Output:
 
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Pr/Pc =
Result of interaction equation =
   
 
 
 



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