For the given plane stress stateOb=120 MPa, te= 100 MPa and ơa=150 MPa ,a) Calculate the stresses ta, Tb, and og.b) Determine the principal stresses and their directions.c) Draw the Mohr's circle.AВ60

Consider the figure shown below.

For the given plane stress state Ob=120 MPa, te= 100 MPa and oa=150 MPa , a) Calculate the stresses t, , Tb, and ơc. b) Determine the principal stresses and their directions. c) Draw the Mohr's circle. A В

For the given plane stress state Ob=120 MPa, te= 100 MPa and oa=150 MPa , a) Calculate the stresses t, , Tb, and ơc. b) Determine the principal stresses and their directions. c) Draw the Mohr's circle. A В

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: The state of stress at a point in a member is shown on the rectangular stress element in (Eigure 6)…

A: So angle is clockwise and θ=-30°σx=31ksiσy=-38ksiτxy=0

Q: The stresses shown act at a point on the free surface of a machine component. Normal and shear…

Q: Consider a certain critical point in a stress element. On a vertical plane, the compressive stress…

A: Given Normal stress on the horizontal plane σx=0. Compressive stress is σy=115 Mpa. Shear stress is…

Q: 2) The homogeneous state of plane stress in a metal sheet is given by & = – 20 MPa, o, = -50 MPa and…

Q: answers are in the botom

A: If you have any doubts please comment

Q: 2. A two-element aluminium shaft ABC (G = 35 GPa) is subjected to external torques at sections B and…

A: Data Given: G = 35 GPa d1 = d2 = 50 mm Allowable shear stress τmax = 35 MPa Total angel of twist…

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

Q: Find the stress resultants N, V and M, draw the diagrams of the stress resultants (N,V,M). q =…

A: answer and diagrams are provided on the picture uploaded.Explanation:

Q: Problem #2. The state of stress at a point with ox, oy and txy as shown. Analyze the state of stress…

Q: The stresses shown act at a point in a stressed body. Normal and shear stress magnitudes acting on…

Q: Mohr's circie is shown for a point in a physical object that is subjected to plane stress. Each grid…

A: Given Data:Each grid square is 640 psiNeed to find(a) σx, σy, ζxyb σp1, σP2, ζmax-in-plane

Q: The force p is applied at d=50 mm from the bottom as shown in the figure. Compute the normal stress…

Q: the state of stress, as shown v. Draw Mohr's circle and find maximum principal stresses and maximum…

A: σx=-10mpaσy=-10mpaτxy=20mpa

Q: Q4) ( ): A state of stress is specified as shown in Figure (4), By using Mohr's circle determine the…

A: .

Q: ! Required information Consider the given state of stress. Take A= 16 MPa and B= 55 MPa. B 60 MPa…

Q: Knowing that the machine component shown has a trapezoidal cross section with a = 2.5 in. and b =…

A: A trapezoidal section is given on which a moment of magnitude M = 75 kip-in is applied, To…

Q: The 2 D stress at a point is given by the matrix Txy 50 15 MPa. The maximum 15 10 6. II = Tyx yy…

A: To Find :The max shear stress ?

Q: For the state of plane stress shown below. 74. Determine the largest value of σy for which the…

Q: SHow complete solution and include necessary figure. At a point, the normal and shear stresses…

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

Q: 1. The plate below is attached to the vertical surface AB. Its top and bottom surfaces slide…

Q: If a Mohr's circle is drawn corresponding to the given stress condition then, 10 MPa 10 MPa - + 10…

A: Given data, to check the given statements

Q: Problem #2. The state of stress at a point with ox, oy and txy as shown. Analyze the state of stress…

Q: For the given state of stress of element A, strictly using Mohr's Circle perform the following:…

Q: The stresses shown act at a point in a stressed body. The stress magnitudes are Sx = 55 MPa and Sy =…

Q: Q- If the principle stresses in a two-dimensional case are - 10MPa and 20MPa respectively, then find…

A: Given- Principal stresses- (-) 10 MPa & 20 MPa Maximum shear stress=?

Q: (Given E = 73 Gpa, v = 0.33.) (1) What the normal strains and by using Mohr Circle method: - (ii)…

Q: 8.5 an 250 kN 250 kN 250 kN B D E 0.9 m'0.9 m 0.9 m 0.9 m Fig. P8.5

A: (a)select the most economical metric wide-flange shape that should be used to support the loading…

Q: 3. b) The state of stress at a point is shown on the element. Using Mohr's cicle, determine The…

Q: The stresses shown act at a point in a stressed body. Normal and shear stress magnitudes acting on…

Q: mine the maximum shear stress for the 7.. 3₁ == 0 MPa Txy=-31 Ox=37

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

Q: missible shear stress is

Concept explainers

Planar Stresses

Question

For the given plane stress state
Ob=120 MPa, te= 100 MPa and ơa=150 MPa ,
a) Calculate the stresses ta, Tb, and og.
b) Determine the principal stresses and their directions.
c) Draw the Mohr's circle.
A
В
60

Expert Solution

This question has been solved!

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

SEE SOLUTION Check out a sample Q&A here

Step 1

Step 2

Step 3

Step 4

Step 5

Step by step

Solved in 5 steps with 2 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, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Consider a point in a structural member that is subjected to plane stress. Normal and shear stresses acting on horizontal and vertical planes at the point are shown. If 0 = 68 MPa, determine the principal stresses acting at the point. 114 MPa 66 MPa 157.9 MPa and -155.4 MPa 82.0 MPa and -83.7 MPa O 121.2 MPa and -138.0 MPa O 167.4 MPa and -98.1 MPa O 133.2 MPa and -131.2 MPa
- once answered correctly will UPVOTE!!
Please use Mohr's Circle.
Two identical plates are connected by two 18-mm diameter rivets as shown. Consider the following dimensions: B = 200 mm t = 22 mm x = 16 mm The allowable stresses of the plate are the following: Normal stress = 18 MPa Bearing stress = 4 MPa Shearing stress = 5 MPa Determine the maximum force P: A. Considering the normal stress: P = B. Considering the bearing stress: P = C. Considering the shearing stress: P = Express your answers in three decimal places. KN kN KN O CHEGG.CO ISL STRI NG URVE VARSITY TUTUP INST UTORIAL TE SUCH, B O CHEGG COURSEHERO, SKOOLI TUTORET TUTURME VARSITY TUTORS, WZANT. ETC. DISTRIBUTION TO ANY PARTY IS PROHIBITED, INSTITUTIONAL EXAM NOT EUPLOADING ON ANY TUTORIAL SITE SUCH LEDO CHEGG, COURSEHERO, SKOTTOREYZ TUTORM VARSITY TUTORS, W ZAWI, ETC. P4 DISTRIBUTION TO ANY PARTY IS PROHIBITED. NOT P SN INSTITUTIONAL EXEM NOT FOR REUPLNG ON ANY TUTORIAL SITE SUC 30 CHEGG, COURSEHERO, SKOOL TUTO+STORM VARSITY TUTORS, W DISTRIBUTION TO ANY RTY IS PROHIBITED. THERO, SKOOL…
bb new 10
Problem example Example 7-5: The state of plane stress at a point with respect to the xy- axes is shown in the figure. Using Mohr's circle, determine (a) The principal stresses and principal planes and sketch the results. (b) The maximum shear stress. (c) The state of stress with respect to the x'y'-axes. 20 MPa (+) A 16 MPa 50° X 40 MPa (+) 1. Omax 3. Op 7-42
Solve it correctly
If Øxx = 110 MPa, Oyy = - 86 MPa, ozz = 55 MPa. Txy = 60 MPa, and allþther components are zero. Determine the principal stresses and the direction cosines of the principal axis. Also find the octahedral normal and shear stress components. Q.4:
The two-dimensional state of stress is given as = 10 MPa, 0 = 5 MPa and T₁ = 2.5 MPa. Determine the following on a plane inclined at an angle of 30° from the x-plane in anticlockwise direction. (i) Normal stress, (ii) shear stress, (iii) resultant stress and (iv) principal stresses. 30° 12.5 (a) 2.5 -10 normal on plane AB 6.30 30° (b) x
Solve alll subparts b, c, d and e B) determine the principal plane (for σmax) in radians. C) Determine the shearing stress in a plane, which is 330 with the vertical (clockwise). D) determine the normal stress (in MPa) in a plane, which is 330 with the vertical (clockwise). E) determine the minimum values of θ (in radians) for which the normal stress is the equal to or less than 35.2 MPa.
Determine maximum principal stress
Problem # 4: Four steel bars jointly support a mass of 25 x 10³ kg. Initially the temperature is 25°C. Bars A and D have a cross-sectional area of 480 mm². For bars B and C, the cross-sectional area is 360 mm². Determine the elongation of bar A when the temperature becomes 60°C. Also, find the axial stress developed in bar C. Use E = 200 GPa and a = 11.7 x 10-6 m/ (m°C). 800 mm D 20 B °8 25000 kg 20 O