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Question 1 (CLOI, 10 marks) a) Figure I shows a triangular element with respective node numbers...
Figure Q5(a) shows a plane truss supported by a horizontal spring at the top node. The truss members are of a solid circular cross section having a diameter of 20 mm and an elastic modulus (E) of 80 GPa (10° N/m2). The spring has a stiffness constant of k-2000 kN/m. A point load of 15 kN is applied at the top node. The direction of the load is indicated in the figure. The code numbers for elements, nodes, DOFS, and...
finite element methods question. I need the answer immediately pls
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Question 2) 50 Points: Consider a truss structure that is built 300 N from two identical truss elements. For the truss elements, the modulus of elasticity is E = 69 GPa, and the cross-section area is A = 968 mm². Assume that the origin (0,0) is at Node 1 and C (2000) elements 1 and 2 are connected as 1-3 and 3-2, respectively. 500N Considering the forces 300 N...
Question 1 (10 marks) Consider the bar element shown in Figure 1. Cross sectional area A = 200 mm and Young's modulus E = 200 x 107 kPa. If u = 3 mm and u2 = 2 mm, determine: (a) the displacement at point P, (b) the strain, (c) the stress, and (d) the strain energy in the element. U] U2 x = 400 mm xi = 200 mm x2 = 700 mm Figure 1 EAL 2 Note: the strain...
Question 1 (Total 100/3 Marks) Figure 1 (all units are mm) shows a simply supported beam of span 2500 mm with a 5 kN/m load. The cross-section of the beam is a composite section made from two steel plates attached to the top and bottom of a timber section. The top steel plate is 5 mm wide and 20 mm deep. The bottom steel plate is also 5 mm wide but 10 mm deep. The timber section is 50 mm...
Question 3 (1) Figure Q3(a) shows the stresses at a point in a structure. Using the Mohr's circle, determine the maximum in-plane shear stress of the point and shown it on a sketch of a properly oriented stress element. 12 marks) 50 MPa 30 MPa 30 MPa Figure Q3(a) (2) The 50-mm-diameter solid shaft shown in Figure Q3(b) is fixed at B and subject to the couple forces at the top through a rigid wrench. Determine the maximum shear stres...
i need help with c and d but explain why
Question 1 (10 marks). Assembly A model consists of two 1D trusses with dimensions as given in Figure 1. Element 1 runs angle, connecting parallel to the x-axis, connecting node 1 and 2. Element 2 is running at an node 1 and 3. Node 1 has an applied force in the negative y-direction. Node 1 can only in y-direction, while nodes 2 and 3 are fixed in both x and...
Question 1 [Stress analysis and transformation] (10 Marks) The solid rod shown in the figure has a radius of 0.75 cm. If it is subjected to the combined loading shown, (a) determine the state of stress at point A, (6 marks) (b) show the results on a stress element located at point A, (1 mark), and (c) determine the principal stresses acting at point A. (3 marks) teainsew 80XI N ketteisih 14 cm 500 N
Question 3 For the simply supported steel beam with cross section and loading shown (see Figure 3a), knowing that uniformly distributed load w=60 kN/m, Young modulus E = 200 GPa, and yield stress Cyield=200 MPa (in both tension and compression). ул 15 mm w=60 kN/m ... 1 B A 15 mm + 300 mm IC - i 2.5m 1 1 15 mm 7.5m 1 150 mm Figure 3a (a) Check if: the beam is safe with respect to yielding (using...
T duestions QUESTION 1: (20 marks) (a) A Mechatronic system uses a mechanical fioat valve system to sense and maintain the water level in a tank. The mechanical float vaive system is to be replaced to allow remote level indication ) State one type of sensor that could be used in the above (2 marks) Mechatronic system to sense the water level i) With the aid of a simple sketch, briefly describe the basic operation (4 marks) of the sensor...
3- (SKMMIH3/SME2113) from plastic having modulus of elasticity, E-4.0GPa a) Bar ABCD shown in Figure Q3a is made The bar consists of three segments, AB, BC, and CD. Segment AB is hollow and segments BC and CD are solids If the shortening (contraction) of bar ABCD is limited to 4.0 mm, determine the maximum allowable force P to be applied at C. (8 marks) 90 mm ΟΙ 00 mm 1080 min PL 500 mm 250 mm 250 mm Figure Q3a...