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73-11 The stresses on an element are?,--300 psi and ?y_-600 psi. Find the maximum shear stresses...
The stresses on element A are as shown. Using Mohrs circle: a) Determine the stresses on...
The stresses on element A are as shown. Using Mohrs circle: a) Determine the stresses on element B and show these on a sketch of a properly oriented element. b) Determine the principal stresses and show these on a sketch of a properly oriented element. c) Determine the maximum and minimum shear stresses and associated normal stresses and show these on a sketch of a properly oriented element. у Y1 4.0 MPa 2.0 MPa A B 35° 1 1.0 MPa...
1000 psi 9. For stress conditions on the element shown, find the principal stresses and the...
1000 psi 9. For stress conditions on the element shown, find the principal stresses and the plane on which the maximum principal stress acts. Use the analytical method (stress transformation equations). Draw the two principal stress 3000 psl 3000 psi 5000 psi elements and maximum shear element
Problem 73-2 An element in plane stress is subjected to stresses σ.-105 MPa, dry-75 MPa, and...
Problem 73-2 An element in plane stress is subjected to stresses σ.-105 MPa, dry-75 MPa, and Try-25 MPa (see the figure for Prob. 7.2-2) Determine the principal stresses and show them on a sketch of a properly oriented element.
. Consider the element shown. Determine the state of stress with respect to an element oriented 2...
. Consider the element shown. Determine the state of stress with respect to an element oriented 22.5° CCW with respect to the element shown. (b) Find the principal stresses. (c) Find the principal planes. (d) Find the maximum shear stresses. (e) Find the maximum shear-stress planes. (f Sketch all the above stresses on appropriately oriented 560 kPa 2100 kPa planes using a ray diagram. 300 kPa (g) Draw Mohr's circle for the element and indicate items (a) - (e) on...
Question 5 Stress Transformation 30 The stresses acting on element A in the web of a...
Question 5 Stress Transformation 30 The stresses acting on element A in the web of a train rail are found to be 52 MPa tension in the horizontal direction and 130 MPa compression in the vertical direction, as shown in Figure 7 below. Also, shear stresses of magnitude 60 MPa act in the directions shown. (a) Determine the stresses acting on an element oriented at a counter-clockwise angle of 48° from the horizontal. Show these stresses on a sketch of...
An element in plane stress is subjected to stresses Ox, Oy, and Txy (see figure). The...
An element in plane stress is subjected to stresses Ox, Oy, and Txy (see figure). The material is aluminum with modulus of elasticity E:= 10 (10%) psi and Poisson's ratio v:=0.25. Hint: start with Hooke's Law for Plane Stress (Eq. 7-35 and 36) and the relationship between G and E! (a) Determine the strains for an element oriented at an angle e. (b) Determine the principal strains. (c) Determine the maximum shear strains. 0x := 3000 psi , := 600...
Please show all work . Q2. The stresses at a point along a beam supporting a...
Please show all work .
Q2. The stresses at a point along a beam supporting a sign are σχ-52.25 ksi, ơy-51.175 ksi, and Txy 52.82 ksi in the directions as shown in the planar stress element. Using the stress transformation equations, find (a) the principal stresses. Show these stresses on a sketch of a properly oriented element. (b) the maximum shear stresses and associated normal stresses. Show these stresses on a sketch ofa properly oriented element xy Mona's office
Stresses at a point are: Only shear stress of -40 MPa (Pure Shear). What are the...
Stresses at a point are: Only shear stress of -40 MPa (Pure Shear). What are the stresses at 45o clockwise? Identify the principal stresses and show them on a properly-oriented element. Mohr’c cirle is to be used and no equations will be accepted.
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...
Part A - Normal Stresses, Shear, and Angles The stress element shown in the figure below...
Part A - Normal Stresses, Shear, and Angles The stress element shown in the figure below is subjected to the indicated stresses of magnitude 0,1 = 35 MPa, oyl = 57 MPa, and Tryl = 41 MPa Oy Txy Determine the principal normal stresses 01 and 02, the maximum in-plane shear stress Tmax,in-plane, and the angles at which they occur relative to the given stress element. Follow the sign convention. Suppose that when the element is oriented at an angle...
The stresses on element A are as shown. Using Mohrs circle: a) Determine the stresses on element B and show these on a sketch of a properly oriented element. b) Determine the principal stresses and show these on a sketch of a properly oriented element. c) Determine the maximum and minimum shear stresses and associated normal stresses and show these on a sketch of a properly oriented element. у Y1 4.0 MPa 2.0 MPa A B 35° 1 1.0 MPa...
1000 psi 9. For stress conditions on the element shown, find the principal stresses and the plane on which the maximum principal stress acts. Use the analytical method (stress transformation equations). Draw the two principal stress 3000 psl 3000 psi 5000 psi elements and maximum shear element
Problem 73-2 An element in plane stress is subjected to stresses σ.-105 MPa, dry-75 MPa, and Try-25 MPa (see the figure for Prob. 7.2-2) Determine the principal stresses and show them on a sketch of a properly oriented element.
. Consider the element shown. Determine the state of stress with respect to an element oriented 22.5° CCW with respect to the element shown. (b) Find the principal stresses. (c) Find the principal planes. (d) Find the maximum shear stresses. (e) Find the maximum shear-stress planes. (f Sketch all the above stresses on appropriately oriented 560 kPa 2100 kPa planes using a ray diagram. 300 kPa (g) Draw Mohr's circle for the element and indicate items (a) - (e) on...
Question 5 Stress Transformation 30 The stresses acting on element A in the web of a train rail are found to be 52 MPa tension in the horizontal direction and 130 MPa compression in the vertical direction, as shown in Figure 7 below. Also, shear stresses of magnitude 60 MPa act in the directions shown. (a) Determine the stresses acting on an element oriented at a counter-clockwise angle of 48° from the horizontal. Show these stresses on a sketch of...
An element in plane stress is subjected to stresses Ox, Oy, and Txy (see figure). The material is aluminum with modulus of elasticity E:= 10 (10%) psi and Poisson's ratio v:=0.25. Hint: start with Hooke's Law for Plane Stress (Eq. 7-35 and 36) and the relationship between G and E! (a) Determine the strains for an element oriented at an angle e. (b) Determine the principal strains. (c) Determine the maximum shear strains. 0x := 3000 psi , := 600...
Please show all work .
Q2. The stresses at a point along a beam supporting a sign are σχ-52.25 ksi, ơy-51.175 ksi, and Txy 52.82 ksi in the directions as shown in the planar stress element. Using the stress transformation equations, find (a) the principal stresses. Show these stresses on a sketch of a properly oriented element. (b) the maximum shear stresses and associated normal stresses. Show these stresses on a sketch ofa properly oriented element xy Mona's office
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...
Part A - Normal Stresses, Shear, and Angles The stress element shown in the figure below is subjected to the indicated stresses of magnitude 0,1 = 35 MPa, oyl = 57 MPa, and Tryl = 41 MPa Oy Txy Determine the principal normal stresses 01 and 02, the maximum in-plane shear stress Tmax,in-plane, and the angles at which they occur relative to the given stress element. Follow the sign convention. Suppose that when the element is oriented at an angle...
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