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7 of 15 6-of-9 Problem 4 (35 Points) The rod has a diameter of 40 mm....
Problem 6 (15 points) The state of plane stress at a point is shown on the element in Figure 6. a. Using Mohr's circle, determine the principal stresses and the maximum in-plane shear stress and average normal stress. Specify the orientation of the element in each case. b. Represent the state of stress on an element oriented 30° counterclockwise from the position shown in Figure 6. 20 MPa 100 MPa 40 MPa Figure 6 (plot Mohr's circle on the next...
Question A-36 steel pipe with an outer diameter of 100 mm and an inner diameter of 80 mm subjected to loadings shown in Figure 1. The pipe is rigidly fixed at B and P - 150 kN. Given the yield stress, Oy -250 MPa and factor of safety, F.S. - 1.5 is used against yielding on this entire pipe. (a) For the stress state at the surface, construct the Mohr circle and determine: (1) the total stresses at surface of...
3 (15 points) A bent circular cantilever beam of uniform diameter of 25 mm is shown in igure below. The beam is made from a material with elastic modulus is 70 GPa, the tensile strength is 250 MPa, and the ultimate strength is 300 MPa. 250 mm A. 150 mm z Zz. 50N V (z direction) 100 N (a) (5 points) What are the stresses in the beam at point A? (b) (10 points) Based on your calculations in (a),...
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Question 4 (CLO5) (6 points) The state of the stress at a point is shown on the element. Determine the following: (a) The principal stresses, and the corresponding orientation of the element (b) The maximum in-plane shear stress and the associated average normal stress at the point. Show the corresponding orientation of the element. (c) Using Mohr's circle (only), determine the stress components at the same point on another element oriented 30° counterclockwise from the position shown. Draw...
8:08 Done 8 of 9 Problem nl. 40 pts PyAn overhanging W760 257 rolled-steel beam supports a load- 600kN and B-400 N as shown Knowing that a mb 25 D 350 MPa and 170 MPa. 1. The maimum wale of the normal stress in the bea 2. the maximum value of the principal stress and the maximum value of the sharing stress at the junction of the face and web, 3. State if the specified shape is weather acceptable or...
Problem 2) Combined Loading (30 points) The structure shown has a diameter of 40 mm. The length dimensions are a# 500 mm and d-100mm. Using load magnitudes of = 3000 N, 1000 N, and B = 1500 N, determine the normal and shear stresses in the structure at point H. (Point H is co-planar with the xy plane.) 乃 The cross-sectional properties are: A 1257 mm2 251,327 mm l, = 1.-125,664 Ton" Qmax 5333 mm Present your answers in the...
Figure 4 shows an element experiencing several stress components. Determine the following: 1. The stress components Oxvxr. Oysy, and T xuy, acting on the element oriented at a counter clockwise angle = 40° from the horizontal x axis 2. The principal stresses, the maximum shear stress and their associated angles For each of the stress state calculated in parts 1 and 2, show all results on sketches of properly oriented elements. Note: Solutions MUST be obtained using Mohr's circle ONLY....
PROBLEM 4: Continued Part2: The state of stress at a point represented on the Mohr's circle shown below as point X (- 200 MPa, -200 MPa) and y. The center of the circle has a coordinate C (50,0) and a radius R=320 MPa. Determine the normal stress Ox' and the shear stress t x'y on an element oriented 0=10 degrees clockwise from x. 16% (-200, -200) 20 R 01 to +T
Problem 2) Combined Loading (30 points) The structure shown has a diameter of 40 mm. The length dimensions are a 500 mm and d -100 mm. Using load magnitudes of P.-3000 N, 1000 N, and B-1500 N, determine the normal and shear-stresses in the structure at point H. (Point H is co-planar with the x-y plane.) The cross-sectional properties are A 1257 mm2 J = 251,327 mm" 1,-1,-125,664 mm4 emax -5333 mm3 Present your answers in the following stress tensor...
Problem 6. (15 pts) A pressure vessel with an inside diameter of d-575 mm and a uniform wall thickness of t-6 mm is holding a fluid with an inside pressure of 1.5 MPa. The vessel is subjected to a vertical force of P 7 kN as shown in the figure. [d-575 mm, t-6 mm, P=7 kN, Lle 750 mm, L2 = 750 mm, w 500 mm] a) b) Determine the maximum normal stress at point K on the top of...