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3) A port in a structure is subjected to stresses as follows: ơ,--48 M Using Mohr's...
Using Mohr's circle determine for the below differential element: a) the principal stresses and the plan...
Using Mohr's circle determine for the below differential
element:
a) the principal stresses and the plan on which they act. Show
the stresses on a properly oriented differential element. Label all
stresses.
b) the maximum shear stress and the plan on which they act. Show
the stresses on a properly oriented differential element. Label all
stresses.
c) the stresses on a differential element 40 degrees clockwise
from the original element. Show the stresses on a properly oriented
differential element. Label...
wise 5. An element in pure shear is subjected to stresses thy 32 MPa, as shown...
wise 5. An element in pure shear is subjected to stresses thy 32 MPa, as shown in the figure. Using Mohr's circle, determine: (a) The stresses acting on an element oriented at a counterclockwise angle 0 = 75' from the x axis. (b) The principal stresses. Show all results on sketches of property oriented elements. Vertical 3MPa 32 MPa Horizontal
7.4-6 An clement in biaxial sress is subjected to stresses,--29 MPa and ?1,-57 MPa, as shown...
7.4-6 An clement in biaxial sress is subjected to stresses,--29 MPa and ?1,-57 MPa, as shown in the figure. Using Mohr's circle, determine the following (a) The stresses acting on an element oriented at a slope of 1 on 2.5 (see figure) (b) The maximum shear stresses and associated nor mal stresses Show all results on sketches of properly oriented elements. 57 MPa 2.5 29 MPa PROBLEM 7.4-6
5) A xy- -3750 kPa Using Mohr's Circle, find the principal stresses and the maximum shear...
5) A xy- -3750 kPa Using Mohr's Circle, find the principal stresses and the maximum shear stresses and associated normal stresses. (Problem 7.4-18) point in a structure is subjected to stresses as follows: σ,-2900 kPa, ơy-9100 kPa, τ
Q.4 (25 marks) A material is subjected to two mutually perpendicular direct stresses of 300 MPa...
Q.4 (25 marks) A material is subjected to two mutually perpendicular direct stresses of 300 MPa tensile and 200 MPa compressive, together with a shear stress of 50 MPa, as shown in the figure below. Use the Mohr's circle to determine: A. The principal stresses and their corresponding principal planes, B. The maximum shear stress and the planes of maximum shear stress, also C. Show the principal stresses calculated above on a sketch of the element D. Determine the state...
Q5: 10-56 Determine the principal stresses and the maximum shear stress using Mohr's circle. The following...
Q5: 10-56 Determine the principal stresses and the maximum shear stress using Mohr's circle. The following data sets give the stresses on the initial stress element (ox=300 MPa; Oy=-100 MPa; Txy=80MPa CW). Perform the following operations: (a) Draw the complete Mohr's circle, labeling critical points including 01, 02, Tmax, and Oavg. (b) On Mohr's circle, indicate which line represents the x-axis on the initial stress element. (c) On Mohr's circle, indicate the angles from the line representing the x-axis to...
Question 3 68 MPa 56 MPa 12 MPa Figure 3. Stress components acting on an element....
Question 3 68 MPa 56 MPa 12 MPa Figure 3. Stress components acting on an element. Figure 3 shows an element experiencing several stress components. Determine the following: 1. The stress components oxx, y, and Tyyacting on the element oriented at a counter clockwise angle 0 = 30° from the horizontal x axis 2. The principal stresses, the maximum shear stress and their associated angles Show all results on sketches of properly oriented elements. Note: Solutions MUST be obtained using...
Figure 4 shows an element experiencing several stress components. Determine the following: 1. The stress components...
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....
Required information Solve the following problems using Mohr's circle Given: P 84 MPa P 50 MPa...
Required information Solve the following problems using Mohr's circle Given: P 84 MPa P 50 MPa Draw Mohr's circle and use it to determine the normal and shearing stresses after the element shown has been rotated through 25 clockwise. (Round the final answers to two decimal places.) Normal stresses: MPa (+ tensile; - compressive) Ox' Gy[ MPa (+tensile; - compressive) Shearing stress: Txy MPa (+CCW on the positive X-face)
Required information Solve the following problems using Mohr's circle. Given: P= 12.5 ksi S ksi 6...
Required information Solve the following problems using Mohr's circle. Given: P= 12.5 ksi S ksi 6 ksi Draw Mohr's circle and use it to determine the normal and shearing stresses after the element shown has been rotated through 25° clockwise. (Round the final answers to two decimal places.) Normal stresses: Ox'= yksi (+ tension; - compression) Oy= ksi (+ tension; - compression) Shearing stress: Tx'y'= C k si (+ CCW on the positive X-face)
Using Mohr's circle determine for the below differential
element:
a) the principal stresses and the plan on which they act. Show
the stresses on a properly oriented differential element. Label all
stresses.
b) the maximum shear stress and the plan on which they act. Show
the stresses on a properly oriented differential element. Label all
stresses.
c) the stresses on a differential element 40 degrees clockwise
from the original element. Show the stresses on a properly oriented
differential element. Label...
wise 5. An element in pure shear is subjected to stresses thy 32 MPa, as shown in the figure. Using Mohr's circle, determine: (a) The stresses acting on an element oriented at a counterclockwise angle 0 = 75' from the x axis. (b) The principal stresses. Show all results on sketches of property oriented elements. Vertical 3MPa 32 MPa Horizontal
7.4-6 An clement in biaxial sress is subjected to stresses,--29 MPa and ?1,-57 MPa, as shown in the figure. Using Mohr's circle, determine the following (a) The stresses acting on an element oriented at a slope of 1 on 2.5 (see figure) (b) The maximum shear stresses and associated nor mal stresses Show all results on sketches of properly oriented elements. 57 MPa 2.5 29 MPa PROBLEM 7.4-6
5) A xy- -3750 kPa Using Mohr's Circle, find the principal stresses and the maximum shear stresses and associated normal stresses. (Problem 7.4-18) point in a structure is subjected to stresses as follows: σ,-2900 kPa, ơy-9100 kPa, τ
Q.4 (25 marks) A material is subjected to two mutually perpendicular direct stresses of 300 MPa tensile and 200 MPa compressive, together with a shear stress of 50 MPa, as shown in the figure below. Use the Mohr's circle to determine: A. The principal stresses and their corresponding principal planes, B. The maximum shear stress and the planes of maximum shear stress, also C. Show the principal stresses calculated above on a sketch of the element D. Determine the state...
Q5: 10-56 Determine the principal stresses and the maximum shear stress using Mohr's circle. The following data sets give the stresses on the initial stress element (ox=300 MPa; Oy=-100 MPa; Txy=80MPa CW). Perform the following operations: (a) Draw the complete Mohr's circle, labeling critical points including 01, 02, Tmax, and Oavg. (b) On Mohr's circle, indicate which line represents the x-axis on the initial stress element. (c) On Mohr's circle, indicate the angles from the line representing the x-axis to...
Question 3 68 MPa 56 MPa 12 MPa Figure 3. Stress components acting on an element. Figure 3 shows an element experiencing several stress components. Determine the following: 1. The stress components oxx, y, and Tyyacting on the element oriented at a counter clockwise angle 0 = 30° from the horizontal x axis 2. The principal stresses, the maximum shear stress and their associated angles Show all results on sketches of properly oriented elements. Note: Solutions MUST be obtained using...
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....
Required information Solve the following problems using Mohr's circle Given: P 84 MPa P 50 MPa Draw Mohr's circle and use it to determine the normal and shearing stresses after the element shown has been rotated through 25 clockwise. (Round the final answers to two decimal places.) Normal stresses: MPa (+ tensile; - compressive) Ox' Gy[ MPa (+tensile; - compressive) Shearing stress: Txy MPa (+CCW on the positive X-face)
Required information Solve the following problems using Mohr's circle. Given: P= 12.5 ksi S ksi 6 ksi Draw Mohr's circle and use it to determine the normal and shearing stresses after the element shown has been rotated through 25° clockwise. (Round the final answers to two decimal places.) Normal stresses: Ox'= yksi (+ tension; - compression) Oy= ksi (+ tension; - compression) Shearing stress: Tx'y'= C k si (+ CCW on the positive X-face)
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