For the given beam the displacement at B is 1.51 in down. The rotation at B is 0.013 radians downward. What is the total displacement at C to the nearest 0.001 inches? Be sure to include a negative value if the deflection is down. 엊 X L1 L1 = 8 ft L2 = 10 ft El = 364,000 k-in^2 a B L2

A 10 m long beam has a 3 kN point load applied to the cantilever steel beam. The load is applied 4 m from the support as shown below. Assuming that E-2×10°N/mm² and I =20×10°mm" a Figure 3 a) Calculate deflection at B in mm. Please insert - sign if the deflection is downward. Deflection at B = mm b) Calculate deflection at C in mm. Please insert – sign if the deflection is downward. Deflection at C= mm

Use integration method

Assume a constant value of EI = 560×10° N-mm² for the beam. A 210 N-m 200 mm Determine the deflection of the beam at C. Answer in mm rounded-off to 2 decimal places. B 150 mm C 100 1,400 N D 250 mm E X