SHEAR,MOMENT AND DEFLECTION OF BEAMS    
CANTILEVER- INTERMEDIATE LOAD    
METRIC DATA     IMPERIAL DATA  
         
Length of the beam (span) 'L' [m] [in]            
Load Force 'F' [N] [lbf]            
Distance 'X' [m] [in]              
Distance 'a' [m] [in]              
Modul of elasticity 'E' [GPa] [106psi]          
[for steel between (180-205)Gpa,            
 (26*106-30*106)psi)]              
Second moment of area 'Iz' [cm4] [in4]              
(Z- axis is perpendicular on XY plan)            
                       
                         
                       
                       
                         
                         
                         
                         
                         
                         
                         
                         
METRIC RESULTS           IMPERIAL RESULTS            
                           
Distance 'b' [m] [in]      
Force reaction of the A support 'R1' [N] [lbf]  
 
Moment reaction of the A support 'M1' [N*m] [lbf*in]      
Shear force in beam at X distance 'Vx' [N] [lbf]      
Bending Moment in beam  at X distance 'Mx' [N*m] [lbf*in]      
Deflection of beam at X distance 'Yx' [m] [in]      
Max  Bending Moment in beam 'Mmax' [N*m] [lbf*in]      
Max Deflection of beam  'Ymax' [m] [in]  
Max Shear force in beam 'V' [N] [lbf]    
                     
 
NOTE:Force and moment reactions are positive in the directions shown  
Equations for shear forceV and bending moment M follow the sign conventions given in   
Sec. 4-2 of Mechanical Engineering design, seventh edition, Joseph E. Shigley,2004.