2) The concrete cantilever beam shown below has a modulus of elasticity of 30,250 MPa experiences a downward vertical live load at point B. TS-500/2000 (The Code about Reinforced Concrete Structures) limits the maximum deflection at the of a beam element as l/360, where l is defined as the clear span length of a beam. In this manner, determine whether the beam satisfies the deflection criteria or not. Use moment-area theorem. 7 3 m 2.5 kN 0.25 m 0.45 m