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Deflection - Simple Beam - Load Increasing Uniformly To Center:
           
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 deflection on a simple beam with a load increasing uniformly to center.
     
Length of span (l - ft or m)
Total uniform load (W - kips or kN)
Enter Moment of Inertia of beam (I - in^4 or mm^4)
Enter the Moment of Elasticity (E - psi or kPa)*
*For Steel E = 29000 ksi (199948 MPa)
     
   
Output:
 
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dmax =
 
 
 



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