A load of 500 kN applied at point A, as shown in figure below, produces a vertical deflection at B and C of the beam as Ağ = 10 mm and Ac = 15 mm, respectively. 500 kN EI 2 EI B A 3L/4 L/4 What is the deflection at A when loads of 100 kN and 300 kN are applies at B and C, respectively? + C

For the beam in Figure below. a- Compute the immediate deflection due to total load. b- Estimate the long-term deflection assume 30 % of live load as sustained. fc' = 28 MPa, fy= 400 MPa. D.L 10 kN/m www L.L 30 kN/m D.L= L.L= 2.5 m 700 mm ho bo bw bo 350 mm L www 200 mm 4025 ho 250 mm -bw - d 620 mm

number 14

From the given beam loaded as shown, Let P = 3 kN, L = 7 m, a = 3 m. E = 200GPA, I = 2000 x 10^6mm^4 1. Determine the following: P kN/m В C A L 2 a. Equation of the slope b. Equation of the deflection curve c. Position of the maximum deflection at segment AB from point A d. Maximum deflection.