Module 4 : Deflection of Structures
Lecture 3 : Principle of Virtual Work
 

Example 4.12. Determine mid-span deflection and end slopes of a simply supported beam of span L carrying a udl w per unit length.

 
 

Solution: Mid-span deflection : Apply a unit load at mid span as shown in Figure 4.18(b). Consider any point X at a distance of x from A

 
       
    (0< x < L )
 
(0< x < L/2 )

 

( L /2< x < L )

            The vertical deflection of point C is given by

 
 
 
 
                                               
 
 

End slopes : Applying a unit couple at A as shown in Figure 4.18(c). Consider any point X at a distance of x from A

 
(0< x < L )
 
(0< x < L/2 )
             The slope at A is given by
 
 
 
                               
 
 
                                                  
 
              Due to symmetry (anti-clockwise direction)