Uniformly Distributed Load+Two Point Load

Assume Moment Connection            
Fy= ksi  
Beam size =
 
Beam length = ft  
Service Distributed  Load = k/ft  
FactoredDistibuted Load = k/ft  
Service Point Load = k  
Factored Point Load = k  
Max moment = k-ft        
Max shear force = k        
Max deflection = in        
Flexural Strength = k-ft      
Shear Force Strength = k      
Allowable Deflection = in      
  Developed by KSI Engineering