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A rigid bar is supported by a spring as shown in the figure below. The deflection of the point C will be 600 N L L 2L/3 k = 50 N/mm ww

The maximum vertical deflection of W8x15 beam subjected to the loads shown in the figure below is closest to which of the following deflection limits: Group of answer choices L/180 L/480 L/270 L/360

A high performance racing plane is to have an aileron control rod made out of unidirectional carbon fibre tubing with the following material properties: elastic modulus E = 90 GPa and compressive failure stress OF,comp= 600 MPa. In order to avoid parts of the internal wing structure the control rod is required to have a bend at the tip as shown in the figure. The rod is L = 400 mm long with an inner diameter of 8 mm and an outer diameter of 10 mm. The length of the bent portion of the rod is = 40 mm . The servo applies a maximum compressive or tensile force of F= 200 N on one end of the control rod as shown in the diagram. The end at which the loading is applied can be considered to be free and the other end of the control rod can be considered to be fixed. Consider the case where the servo applies a compressive force on the tip of the control rod: (i) (ii) X Find the maximum compressive stress in the rod and the maximum transverse deflection of the rod at B. Find the maximum…

What is the maximum concentrated load that can be applied at the end of an embedded hollow pipe, made of AISI 1020 steel? Take 10.16 cm for the outside diameter, and 6.35 cm for the inside diameter. The length of the pipe is 183 cm. Its maximum deflection must not exceed 5.08 cm. Neglect the weight of the pipe. Answer 22816 N

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We use in determining maximum allowable deflection for a beam (deflection limits). Beam Cross-Section Self-Weight Load on Beam Span (Beam Length)

Consider the timber beam shown below. The beam is made out of southern yellow pine, with an allowable bending stress of ?all= 2700 psi. The modulus of elasticity is E = 2,400 ksi. The maximum allowable deflection in the beam is 0.25 inches. A 1.5 kip/ft 6 ft 4 in. h B (a) What are the boundary conditions for this beam? (b) Determine the equation for the moment diagram using statics. (c) Determine the depth of the beam necessary to meet the allowable bending stress requirement.