Simple Beam - Uniform Load Partially Distributed at Any Point Calculation
  Select Units:  
       
Input Values      
Load per Unit Length, w  
Span Length of the Bending Member, L  
Horiz. Dist. from Reaction to Point on Beam, x  
Width and Seperation of UDL, a  
Width and Seperation of UDL, b  
Width and Seperation of UDL, c  
Significant Figures    
       
Calculated Values      
Reaction Load at Bearing Point, R1  
Reaction Load at Bearing Point, R2  
Maximum Shear Force, Vx  
Maximum Bending Moment, Mmax  
Maximum Bending Moment, Mx  
Maximum Bending Moment, Mx  
Maximum Bending Moment, Mx