Problem 2 The simply supported beam shown below carried a concentrated dead load of 16 kN and a concentrated live load of 8 kN at points B and C as shown below, use f'c = 28 MPa, and fy = 420 MPa. Determine the following: (A = 943 mm). Pp = 16 kN P = 8 KN Po = 16 KN PL = 8 KN 250 mm ! D Tc t 400 mm 350 mm 2 m + 2 m 2 m 3020 1. The instantaneous deflection for dead load. 2. The instantaneous deflection for dead and live load. 3. The initial deflection for full live load. 4. The long term deflection, assuming that 25% of the live load is continuously applied for two years. Problem 2 The simply supported beam shown below carried a concentrated dead load of 16 kN and a concentrated live load of 8 kN at points B and C as shown below, use f'c = 28 MPa, and fy = 420 MPa. Determine the following: (A = 943 mm). Pp = 16 kN P = 8 KN Po = 16 KN PL = 8 KN 250 mm ! D Tc t 400 mm 350 mm 2 m + 2 m 2 m 3020 1. The instantaneous deflection for dead load. 2. The instantaneous deflection for dead and live load. 3. The initial deflection for full live load. 4. The long term deflection, assuming that 25% of the live load is continuously applied for two years