If point B deflects by 8 mm due to force P, calculate the normal strain in rods CE and DF.
              Assume that beam AD is rigid and neglect any tilting in rods CE and DF.
             
            
              If point B deflects by 8 mm due to force P, calculate the normal strain in rods CE and DF.
              Assume that beam AD is rigid and neglect any tilting in rods CE and DF.