shear stresses.(c) Angle of principal stresses (6p)(d) Angle of maximum shear stress (6s) * ay=-40. Y=70.00 ox=20. shear stresses.(c) Angle ofprincipal stresses (ep)(d)Angle of maximum shearstress (Os) *o.y = -40.T= 70.00Ľ:0.x = 20.

Mohr circle is a two dimensional graphical method of expressing the normal stresses and shear stress…

Answered: shear stresses.(c) Angle of principal…

shear stresses.(c) Angle of principal stresses (Op)(d) Angle of maximum shear stress (es) * o.y = -40. T= 70.00 y O.X = 20.

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter7: Analysis Of Stress And Strain

Section: Chapter Questions

Problem 7.7.15P: A brass plate with a modulus of elastici ty E = 16 X 106 psi and Poisson’s ratio a = 0.34 is loaded...

See similar textbooks

Related questions

Q: 8.9 The stresses across two mutually perpendicular planes at a point in an elastic body are 120…

Q: Consider a point in a structural member that is subjected to plane stress. Normal and shear stress…

Q: 6. In a plane stress condition, the components of stress at a point are o, =20 MPa, oy =80 MPa and…

Q: For the plane stress state listed below, draw a Mohr's circle diagram properly labeled. Keep in mind…

A: Given Data σx=20 kpsiσy=-10 kpsiτxy=-8 kpsi Draw the diagram

Q: 2. Assume the plane stress state: ơ1 = 50, 02 = -250, T12 = 150 (all stresses in MPa). 2.1. Sketch…

A: σ1=50MPa σ2=-250MPa τ12=150MPa To Find Mohr's Circle Principal stress and their direction Maximum…

Q: Midrange and alternating stresses becomes equal only for Reversed stress O Repeated stress None of…

A: Option B Repeated Stress

Q: Consider a point in a structural member that is subjected to plane stress. Normal and shear stress…

Q: Q2 Figure Q2 shows few loadings applied on bar ABD. Suppose the diameter of the bar is A mm, and…

Q: 2: haft shown below, determine the normal and A, including stress concentrations. Then dr and…

A: Given: r=0.0042 m d=0.03 m D=0.033 m P=1500 N M=300 Nm T=250 Nm

Q: Consider a point in a structural member that is subjected to plane stress. Normal and shear stress…

Q: If o, = 20 ksi, o, = 10 ksi, and ty = 30 ksi, what is the absolute maximum shear stress for the…

Q: the stresses at point A.

A: To find Stresses at point A

Q: The principal stresses at a point are 80 mpa, 30 mpa, and -40 mpa. What will be maximum shear stress…

Q: Problem 1-5 The Cartesian components of stress at a point are given below : Oy = 5, Tyz = - 4,…

Q: n a plane stress condition, the components of stress at a point are sigma_{x}= 20MPa , sigma_{y} =…

A: Given:σx=20 MPaσy=80 MPaτxy=40 MPa

Q: A state of stress at a point A is given by ox = 50 MPa, oy = -25 MPa, and txy = -100 MPa. What is…

A: Please see the below explanation;

Q: If o = 50 ksi, Oy = 10 ksi, and Txy = 30 ksi, what is the absolute maximum shear stress for the…

Q: Consider a point in a structural member that is subjected to plane stress. Normal and shear stress…

A: The stepwise procedure to solve this problem is shown in the following attached image:

Q: What is the maximum shear stress RESULTING FROM THE COMBINATION OF THE FOLLOWING stresses: Tesile…

A: Given data: Sx=200 MPaSy=100 MPaSS=50 MPa Need to determine the maximum shear stress.

Q: rect stresses of 160N/mm tensile and 120 N/mm compressive exist on two perpendicular planes at a…

A: Given, direct tensile stress, σt=160N/mm2 Compressive stress, σc=120N/mm2 The greatest principal…

Q: tical planes at the point are Sx = 0 MPa, Sy = 54 MPa, and Sxy = 17 MPa. w Mohr's circle for this…

Q: In a biaxial state of stress, normal stress are 900 N/mm^2 and 100 N/mm^3 in x and y diretion…

A: Given data σx=900 MPaσy=100 MPaτxy=300 MPa

Q: The principal stresses at a point in a critica section of a machine component are o, = 60 MPa a, =5…

A: Given:σ1=60 MPaσ2=5 MPaσ3=-40 MPaσy=200 MPa

Q: For the state of plane stress shown in Fig. determine (a) the princi-pal planes, (b) the principal…

A: σx=50MPaσY=-10 MPaτxy=40 MPa (a) the principal planes…

Q: Angle 1 Oy Tyx Figure 1 Point A(-x-direction stress 60MPA(compression), y-direction stress…

A: The given values are - σx = -60MPa , σy = 40MPa, τxy = -30MPaθ = 30° The stresses on inclined plane…

Q: In thin spherical shell, the ratio of radial to circumferential stress is 1 (a) (b) 1 (с) 2 (d) 4

A: Given: Ratio of radial to circumferential stress in thin spherical shell.

Q: 26. If o, = 50 ksi, o, = 10 ksi, and ty = 30 ksi, what is the absolute maximum shear stress for the…

A: d) answer is not among the choices

Q: The Mohr's circle for a point near the base of a traffic pole is shown below. the center of the…

A: Consider the diagram shown below for the given Mohr’s circle.

Q: Consider a point in a structural member that is subjected to plane stress. Normal and shear stress…

Q: Q-1 Figure Q-1, below, shows Mohr's arde for a pointin a physical object that is subjected to plane…

A: Write the position coordinates for both x and y coordinates. Now write the stresses value in the x…

Q: Consider the 2-D state of stress shown below. Using the provided scales graph the Mohr's Circle for…

A: Solution: All the parts have been answered below with necessary explanation:

Q: Consider a point in a structural member that is subjected to plane stress. Normal and shear stress…

A: “Since you have posted a question with multiple sub-parts, we will solve the first three subparts…

Q: A state of stress at a point A is given by ax = 29 MPa, oy =- 195 MPa, and txy = -3.751 Which of the…

A: Data given- σx = 29 MPa σy = 195 MPa τxy = -3.75 MPa

Q: 1. What is the difference between direct and shear stress? d for tho poimon?

Q: An element in plane stress is subjected to stresses: o, = 85 MPa, o, = -30 MPa, and y = 32MPA, as…

Q: 8. Principal planes are those planes on which a. Normal stress is maximum b. Normal stress is…

A: Principal planes are the planes inside the material at which the shear stress is zero.

Q: 3. At the point labeled A in the bracket below, the stresses are og = 4.8 ksi, o, = -1.2 ksi and Ty…

Q: ssume oz = 500, oy = 300, Tzy = 250, Oyicld = 350. Answer the following questions. Click here for…

A: Given Data⇒ σx=500 MPaσy=300 MPaζxy=250 MPa

Q: An element in plane stress is subjected to stresses: 0, = 17 MPa, o, = 12 MPa, and Txy = 15MPa, as…

Q: principle planes are planes ich are separated by 30 where When the shear stress is not zero When the…

A: The principle planes are two planes which are separated by 90° where the principle stresses occur.…

Q: Explain the method of representing the combination of normal and shear stresses acting on any plane…

A: Let us take an incremental stressed element from any member.

Q: Find maximum shear stress Maximum principal stress-8 MPa Minimum principal stress=3 MPa

A: Given data : Maximum principal stress=σ1 Minimum principal stress=σ2 To find : Maximum shear…

Q: De ter mia the tensile and Compresnu stress for the bea shown in fig 160 lo wlm 2. m 20 mm 120 I =…

Q: -1 Figure Q-1, below, shows Mohr’s circle for a point in a physical object that is subjected to…

A: Given: 1 grid square = 3 MPa

Q: 2: ural stress which fluctua MN/m2 and - 115 MN/

A: Givenflexural stress σ1=250MN/m2σ2=-115MN/m2yield strength σy=0.55σultEndurance strength…

Q: Current Attempt in Progress 180 MPa, o, = 50 MPa. At a point in a machine component that is…

Q: state of the stress is illustrated in the figure below. For the given plane stress condition…

Q: Determine the equivalent state of stress on an element at the same point onented 30°…

Concept explainers

Pressure Vessels

The term pressure vessel refers to a closed container that contains gas or liquid at a different pressure than environment pressure. The pressure vessels have a wide scale of applications in our day-to-day lives and other industrial places. Some common examples of pressure vessels are gas cylinders, autoclaves, compressor vessels, etc.

Question

shear stresses.(c) Angle of principal stresses (6p)(d) Angle of maximum shear stress (6s) * ay=-40. Y=70.00 ox=20.

shear stresses.(c) Angle of
principal stresses (ep)(d)
Angle of maximum shear
stress (Os) *
o.y = -40.
T= 70.00
Ľ:
0.x = 20.

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

Step 2

Step 3

Step 4

Trending now

This is a popular solution!

Step by step

Solved in 4 steps with 1 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, mechanical-engineering and related others by exploring similar questions and additional content below.

Similar questions

Define the term parabolic shear-stress distribution?
At a point on the free surface of a machine part (E = 214 GPa, G = 83 GPa), the state of the stress is illustrated in the figure below. For the given plane stress condition determine: -all 3 principle stresses, the max in plane stress, average noemal stress and the absolut max shear stress. - Show the principle stress, the max inplane shear stress and the average normal stress on an appropriate schematic
At a point on the free surface of a machine part (E = 214 GPa, G = 83 GPa), the state of the stress is illustrated in the figure below. For the given plane stress condition determine: All three principle stresses, the max in plane shear stress, average normal stress and absolute max shear stress
A wire with a Young’s Modulus, E, of 8.5 x 106 N/m2 and an original length of 1.5 mis under tension. If the wire length extension is 2.5 mm, calculate the stress in thewire. Give your answer in N/m2to 2 decimal places.
Find the stresses in each direction, also find the change in volume of the block of dimension 120 mm x 60 mm x 43 mm, subjected to 3 mutually perpendicular loads. The load along length, breadth and depth directions are 10 kN (tensile), 25 kN (tensile), 13 kN (compressive) respectively, Take E as 180 GPa, Poisson's ratio as 0.3. The stress along length direction (Unit in kN/m2)= _____________ The stress along width direction (Unit in kN/m2)= _____________ The compressive stress along depth direction (Unit in kN/m2)= _____________ The change in volume of the block is (unit in mm3) = ______________
A solid circular bar of steel (G = 78 GPa)transmits a torque T = 360 N ? m. The allowablestresses in tension, compression, and shear are90 MPa, 70 MPa, and 40 MPa, respectively. Also,the allowable tensile strain is 220 x10 -6 .(a) Determine the minimum required diameter d ofthe bar.(b) If the bar diameter d = 40 mm, what is Tmax?
Explain the method of representing the combination of normal and shear stresses acting on any plane through an incremental element on shear stress–normal stress coordinates.
If the shear modulus of a material is 120GPa & the bulk modulus is 140 GPa, then Young’s modulus is------ a. 820 GPa b. 280 Pa c. 280 GPa d. 820 Pa
Problem :Pressure vessel made of alloy steel with Yield Strength of 250 MPa, Pressure acting on Pressure Vessel = 10 Atmosphere. Longitudinal Stress (σL) = 200 MPa. Hoop Stress (σθ) = 150 MPa. Radial Stress (σR) = -50. Question :a) How thick is the pressure vessel if the Inner Diameter is D = 2 Meters? b) Check whether the pressure vessel is safe or not? c) Calculate the maximum shear stress with Mohr's circle? d) Check whether the pressure vessel is safe or not with Tresca yield criterion and compare it with von Mises yield criterion?
A state of stress at a point A is given by σx = 45 MPa, σy = 9.1 MPa, and τxy = -5.75 MPa. What is the maximum in-plane shear stress for the point A.
Find the stresses in each direction, also find the change in volume of the block of dimension 120 mm x 45 mm x 43 mm, subjected to 3 mutually perpendicular loads. The load along length, breadth and depth directions are 10 kN (tensile), 20 kN (compressive), 16 kN (compressive) respectively. Take E as 140 GPa, Poisson’s ratio as 0.3 The stress along length direction (Unit in MN/m2)= The compressive stress along width direction (Unit in MN/m2)= The compressive stress along depth direction (Unit in MN/m2)= The change in volume of the block is (unit in mm3) =
The principal stresses at a point are 80 mpa, 30 mpa, and -40 mpa. What will be maximum shear stress at point.