Q1. For the cantilever illustrated below, find out the deflection at the free end.
![1849_cantilever beams.jpg](https://secure.tutorsglobe.com/CMSImages/1849_cantilever%20beams.jpg)
Q2. Determine the value of EI that will limit the deflection of the beam shown below at free end to 2mm.
![1425_cantilever deflection.jpg](https://secure.tutorsglobe.com/CMSImages/1425_cantilever%20deflection.jpg)
Q3. A cantilever is 5m long and consists of a flexural stiffness of 25 MNm2. 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.