Compute the value of EI δ at midspan for the beam loaded as shown in Fig. P-611. If E = 10 GPa, what value of I is required to limit the midspan deflection to 1/360 of the span?
At x = 0, y = 0, therefore C2 = 0
At x = 4 m, y = 0
At x = 2 m (midspan)
Maximum midspan deflection