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Simple Beam - Uniform Load Partially Distributed At Each End:
         
Calculation:
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(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 simple beam with a partially distributed uniform load at each end.
     
Length of span (l - ft or m)
Uniform load (w1 - lbs/ft or N/m)
Uniform load (w2 - lbs/ft or N/m)
Length of applied load (a - ft or m)
Length between loads (b - ft or m)
Length of applied load (c - ft or m)

     
   
Output:   
   
 
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R1 = V1 = 
R2 = V2 =
Mmax =
 
 
 
 



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