Q1. For the cantilever illustrated below, find out the deflection at the free end.
Q2. Determine the value of EI that will limit the deflection of the beam shown below at free end to 2mm.
Q3. A cantilever is 5m long and consists of a flexural stiffness of 25 MNm^{2}. This carries a point load of 1.5KN at the free end and a UDL of 500N/m all along its whole length. Compute the deflection and slope at free end.
Q4. A cantilever beam is 6 m long and consists of a point load of 800 N at free end and a UDL of 400N/m all along its whole length. Compute the flexural stiffness if the deflection id 1.5 mm downward at the free-end.