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3 of 4 1.8m 1-A solid brass axial member with elastic modulus of E= 100 GPa, is loaded and supported as shown in the figure bellow. Segments (1) and (2) each have a diameter of 25 mm and segment (3) has a diameter of 14 mm. Determine: (a) the deformation of segment (2). (b) the deflection of joint D with respect to the fixed support at A. (c) the maximum normal stress in the entire axial member. (d) What type of changes the design do you suggest to reduce the deflection on joint D calculated in section (ii). Explain your answer. 1.2 m (3) C Figure 1 14AN 28AN University of Kent School of Engineering

3 of 4 1.8m 1-A solid brass axial member with elastic modulus of E= 100 GPa, is loaded and supported as shown in the figure bellow. Segments (1) and (2) each have a diameter of 25 mm and segment (3) has a diameter of 14 mm. Determine: (a) the deformation of segment (2). (b) the deflection of joint D with respect to the fixed support at A. (c) the maximum normal stress in the entire axial member. (d) What type of changes the design do you suggest to reduce the deflection on joint D calculated in section (ii). Explain your answer. 1.2 m (3) C Figure 1 14AN 28AN University of Kent School of Engineering

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
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11:24 3 of 4 1.8 m 1.2 m 1- A solid brass axial member with elastic modulus of E= 100 GPa, is loaded and supported as shown in the figure bellow. Segments (1) and (2) each have a diameter of 25 mm and segment (3) has a diameter of 14 mm. Determine: (a) the deformation of segment (2). (b) the deflection of joint D with respect to the fixed support at A. (c) the maximum normal stress in the entire axial member. (d) What type of changes the design do you suggest to reduce the deflection on joint D calculated in section (ii). Explain your answer. 1.6m (1) 4 40 KN (3) (2) Figure 1 B D Double U anti-vibration shear mount C 14 AN 28 KN University of Kent moodle.kent.ac.uk School of Engineering University of Kent 2- the rubber blocks shown in Figure 2 are used in a double U shear mount component. The dimensions of the rubber blocks are 15 x 21 x 25 mm and the applied load of 650 N cause the upper frame to be deflected by 5 mm. 464 (50 marks) School of Engineering
Transcribed Image Text:11:24 3 of 4 1.8 m 1.2 m 1- A solid brass axial member with elastic modulus of E= 100 GPa, is loaded and supported as shown in the figure bellow. Segments (1) and (2) each have a diameter of 25 mm and segment (3) has a diameter of 14 mm. Determine: (a) the deformation of segment (2). (b) the deflection of joint D with respect to the fixed support at A. (c) the maximum normal stress in the entire axial member. (d) What type of changes the design do you suggest to reduce the deflection on joint D calculated in section (ii). Explain your answer. 1.6m (1) 4 40 KN (3) (2) Figure 1 B D Double U anti-vibration shear mount C 14 AN 28 KN University of Kent moodle.kent.ac.uk School of Engineering University of Kent 2- the rubber blocks shown in Figure 2 are used in a double U shear mount component. The dimensions of the rubber blocks are 15 x 21 x 25 mm and the applied load of 650 N cause the upper frame to be deflected by 5 mm. 464 (50 marks) School of Engineering
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