982. The strain components at a given point are e = -533 x 10-, e, = 67 x 10, andYy =-626 X 10-. If E = 30 x 10 psi and v =on the face whose normal is at 45° from the x axis.0.30, find the stress componentsAns.o = -2800 psi: 7 = --6930 psi 981. A state of strain is defined by exx 10-6. If E = 30 X 106 psi and v =maximum shearing stress.600 X 10-6, 6y = -300 x 10-6, and Yy= -4000.30, determine the principal stresses and the%3D%3D178 ksi.-4 94 ksi: T = 11.4 ksi

Given data : εx = - 533 × 10-6εy = 67 × 10-6τxy = -626 × 10-6E =30 ×106v = 0.30θ = 45° The…

982. The strain components at a given point are e = -533 x 10-", e, = 67 x 10", and 0.30, find the stress components -626 X 10-6. If E = 30 x 10 psi and v = %3D Yay %3D on the face whose normal is at 45° from the x axis.

982. The strain components at a given point are e = -533 x 10-", e, = 67 x 10", and 0.30, find the stress components -626 X 10-6. If E = 30 x 10 psi and v = %3D Yay %3D on the face whose normal is at 45° from the x axis.

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: answers are in the botom

A: If you have any doubts please comment

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

Q: Determine the maximum principal stress if minimum principal stress is 80 Mpa and maximum shear…

A: The given question is related with solid mechanics . In this question we are provided with value of…

Q: 1. Draw Mohr Circle and answer the following: 150 MPS 55 MPa 70 MPa Consider a point in a structural…

A: Solution:Given: The plane stress element is shown below:Hereσx=70MPa;σy=150MPa;τxy=55MPa

Q: a) the shear strain yxy at point P. b) All stress components at point P.

A: modulus of elasticity(E) = 100 GPaPoisson's Ratio () = 0.3Reading of strain rosette ea…

Q: Problem #1. The figure below are 2 solid cylindrical bars joined together at point B. Find the…

Q: The radius of a Mohr's circle for stresses at a point in a body to o = -160N/mm², 6, = 350N/mm², T,…

A: Given : σx = - 160 N/mm2 σy = 350 N/mm2 τxy = 0 This is a problem of Strength of materials where we…

Q: Question 1 The general stress element shown is loaded with ox=80 MPa, y = 20 MPa, and Txy = 40 MPa.…

A: Given Data Determine a. Orientation of the principal stress plane with respect to the x-axis. b.…

Q: For the given stress element, draw the Mohr's circle and determine the principle stresses and…

A: σ1 = 30 kpaσ2 = -40 kpaτ = 20 kpaPrincipal stresees are given byσ1,σ2 =σ1+σ22±σ1-σ222+τ2σ1,σ2…

Q: Determine the absolute maximum shear stress for each of the following plane stress states for which…

Q: inclined at 30° to the known directions of the In a stressed member , *0 retio u= 0.3. Determine the…

A: Let normal principal strain in x & ydirection are E1 & E2Ex1 = Ex+Ey2 + Ex-Ey2 cos2θ2 +…

Q: Kindly answer all questions

A: given data: σX=7 MPaσY=-5 MPaζxy=-8 Mpa

Q: Draw the mohr circle and find maximum principal stress Normal Stress is X direction3D45 MPa Normal…

A: Given data : The value of normal stress in X direction σX=45 MPa The value of normal stress in Y…

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

A: Given data: Sx=-12 ksiSy=33 ksiSxy=17 ksi

Q: At a point on the free surface of a stressed body, a normal stress magnitude of S, = 54 MPa (C) and…

Q: Determine the absolute maximum shear stress for each of the following plane stress states for which…

A: to find - absolute maximum shear stress from given principal stresses.

Q: 2.75 A steel rod is stretched between two walls. At 20°C, the tensile force in the rod is 5000 N. If…

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

A: In design of structural member the body should remain in equilibrium not only with respect to…

Q: A thin triangular plate PQR forms a right angle at point Q. During deformation, point Q moves to the…

A: Given data, u = 1.5 mmv = 4.3 mmc = 710 mmα = 32° β = 58°To find out the shear strain γ at corner Q′…

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

Q: Determine the absolute maximum shear stress for each of the following plane stress states for which…

A: This question is related to the Strength of Material.

Q: Solve this early all subparts B) determine the principal plane (for σmax) in radians. C) Determine…

Q: The 60° strain rosette is attached to point A on the surface of the support. Due to the loading the…

Q: Find principal stresses and max in plane shear stresses ...using stress transformation equatio

A: The maximum and minimum value of the normal stress are on the plane which has no shear stress and…

Q: A cube of material (E 15,000 psi, v 0.25) of side length 2" is shown in the x, y plane. Take x…

A: Change in length of the cube depends on the length of the sides of the cube and the normal stress…

Q: AL= 250 mm long circular rod with a diameter of D = 10 mm & made from A-36 steel is welded between…

A: Shear stress is the force that resisting force created by the object per unit area of cross-section,…

Q: For the state of stress shown in the figure below: (CLO 3 a. Draw Mohr's Circle. b. Show x/y planes,…

A: Question is based on the state stress . Stress in x,y direction and shear stress is given in the…

Q: A metal block (E60 GPa and Poisson's ratio of 0.35) rests on a rigid surface as shown below. It has…

A: E = 60 GPa = 60x103 N/mm2

Q: missible shear stress is

Q: At a point in a stressed material, the major principal stress is 66 kPa compression and the minor…

A: Given:

Q: Problem 4. The block is subjected to a compressive force of 2kN. Base= 60mm, Height = 170mm. 1.…

Concept explainers

Solid Mechanics

Engineering mechanics is a branch of science that deals with forces causing bulk motion in bodies and the effect that these forces cause on the bodies. Engineering mechanics does not deal with the internal changes that occur on account of these external forces. The internal effects in a body or a material under the action of external forces are studied in a new branch of science called solid mechanics, the strength of materials, or the mechanical behavior of engineering materials.

Question

982. The strain components at a given point are e = -533 x 10-, e, = 67 x 10, and
Yy =-626 X 10-. If E = 30 x 10 psi and v =
on the face whose normal is at 45° from the x axis.
0.30, find the stress components
Ans.
o = -2800 psi: 7 = -
-6930 psi

981. A state of strain is defined by ex
x 10-6. If E = 30 X 106 psi and v =
maximum shearing stress.
600 X 10-6, 6y = -300 x 10-6, and Yy= -400
0.30, determine the principal stresses and the
%3D
%3D
178 ksi.
-4 94 ksi: T = 11.4 ksi

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

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps

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

A square bar AB with an allowable stress of 32 MPa is attached to a hollow tube BC. Compute the inside diameter of the hollow tube BC if the allowable stress is limited to 220 MPa. P. A B Cross Section of AB Cross Section of BC 50 mm ODI s0 mm 50 mm
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.
Due to loading, the plate is deformed into the dashed shape shown in the figure. Assume a = 39 in., b= 33 in., δ1= 0.1625 in., δ2= 0.1 in. Determine the average normal strain along the side AB?in micro rad And answer in right and clear way Determine the average shear strain in the plate at A relative to the horizontal and vertical axes?
2.75 A steel rod is stretched between two walls. At 20°C, the tensile force in the rod is 5000 N. If the stress is not to exceed 130 MPa at –20°C, find the minimum allowable diameter of the rod. Use a = 11.7 × 10–6/°C and E = 200 GPa. %3D
Determine the absolute maximum shear stress for each of the following plane stress states for which the principal stresses are given. (a) Op1 = 2780 psi, Op2 = -2440 psi, op3 = 0 (b) op1 = 58 MPa, op2 = 35 MPa, Op3 = 0 Answer: (a) Tabs max= psi (b) Tabs max = MPa
50% Due to loading, the plate is deformed into the dashed shape shown in the figure. Assume a = 32 in., b= 40 in., δ1= 0.225 in., δ2= 0.075 in. Determine the average normal strain along the side AB? Determine the average shear strain in the plate at A relative to the horizontal and vertical axes?
Consider the state of plane stress shown. (Hint: Consider both in-plane and out-of-plane shearing stresses.) 7 ksi Determine the maximum shearing stress when ox- 18 ksi and ay = 8 ksl. The maximum shearing stress is ksi.
Don't copy paste
Determine the absolute maximum shear stress for each of the following plane stress states for which the principal stresses are given. (a) Op1 = 3300 psi, Op2 = -1830 psi, Op3 = 0 (b) 0p1 = 44 MPa, Op2 = 29 MPa, Op3 = 0 Answer: (a) Tabs max psi (b) Tabs max= MPa
Your answer is partially correct. Determine the absolute maximum shear stress for each of the following plane stress states for which the principal stresses are given. (a) op1 = 2780 psi, o,2 = -2440 psi, op3 = 0 (b) Op1 = 58 MPa, Op2 = 35 MPa, Op3 = 0 Answer: (a) Tabs max psi 1390 (b) Tabs max MPa 29
A thin rectangular plate is uniformly deformed, as shown. Determine the shear strain yy at P. Assume a = 111o mm, b = 620 mm, c = 0.8 mm, and d = 0.9 mm. Answer: Shear strain yy = prad.