The plastic block shown is bonded to a fixed base and to a horizontal rigid plate to which a force P is applied. Knowing that for the plastic used G = 55 ksi, determine the deflection of the plate when P= 17 kips. 3.5 in. 5.5 in. The deflection of the plate is 2.2 in. in.

Use the moment-area method to determine the lateral deflection at point D for the structure shown in Figure 1. 59 kN 100 kN 1m - 1m B D E = 200 GPa I = 1x10-4 m* 4 m A TTTT t

A simply supported beam is subject to a downwards uniform distributed load, w, as shown below. B A uniform distributed load, w L1 L2 The cross-section of the beam is constant with second moment of area I = 3750 mm², and Young's elastic modulus is E = 200 GPa. The distributed load has magnitude w = 220 N/m. If Point B is distance L₁ (Point C), calculate: the downwards vertical deflection at Point B: C C 435 mm from the left end (Point A) and distance L2 = 385 mm from the right end Round your answer to 3 significant figures. X [Units: mm]

1: Both portions of the rod ABC are made of an aluminum for which E= 70 GPa. Knowing that the magnitude of P is 4 kN and Q is 16.8 KN check the deflection at A. C 20 mm diameter 0.4 m 40 min diameter 0.5 m 199

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 A X L1 L1 = 8 ft L2 = 10 ft El = 364,000 k-in^2 D ↓ B L2