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Beam - Concentrated Load and Variable End Moments:
         
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)
 
AISC Steel Design Manual, Table 3-23:
The following is for calculating the maximum shear and moment loads on a beam with a concentrated load and variable end moments.
     
Length of span (l - ft or m)
Concentrated load (P - kipd or kN)
End moment (M1 - kips-ft or kN-m)
End moment (M2 - kips-ft or kN-m)
   

     
   
Output:   
   
 
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R1 = V1 = 
R2 = V2 =
M3 =
 
 
 
 


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