e New XAmericaXMarketV xwy Isaac Fra Xe6e9579bef30313512e3229e#10001ReviewPart D-Clockwise Rotation of a Stress Element with No Shear StressThe state of stress at a point in a member is shown on the rectangular stress element in (Figure 6)where the magnitudes of the stresses are lo = 17 ksi and Jo= 20 ksi.Determine the state of stress on an element rotated such that the +x' axis is 30° below the -I axisof the original stress element.Express your answers, separated by dommas, to three significant figures.> View Available Hint(s)V AZvecksi, ksi,ksiTzy =SubmitNext >Provide FeedbackPearsonnc. All rights reserved. I Tems of Use | Prnvacy Policy | Permissions I Contact Us I11:01 PM58 F Mostly cloudy5/5/2022 of rotation, including the correct šlgns,the stress-transformation equations to find the stress ona plane or element at a different angle than the original.The method of calculating the state of stress on aninclined plane is tedious, prone to error, and incompleteLif we calculate a and Twe bave to do aFigure5 of 6Provide FCopyright 2022 Pearson Education Inc. All rights repe here to searchDCL

Given: The stress along the x-axis is 17 ksi. The stress along the y-axis is 20 ksi. The shear…

The state of stress at a point in a member is shown on the rectangular stress element in (Figure 6) where the magnitudes of the stresses are Jo= 17 ksi and lo,= 20 ksi. %3D %3D Determine the state of stress on an element rotated such that the +a' axis is 30° below the -T axis of the original stress element.

The state of stress at a point in a member is shown on the rectangular stress element in (Figure 6) where the magnitudes of the stresses are Jo= 17 ksi and lo,= 20 ksi. %3D %3D Determine the state of stress on an element rotated such that the +a' axis is 30° below the -T axis of the original stress element.

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: When an axial load is applied to the ends of the bar shown in the figure, the total elongation of…

A: Given Data Total elongation of bar between A and C = 0.22 in Normal strain in segment-2 = 1900…

Q: The thin bar is subjected to an increase in temperature along its axis. Determine the end B of the…

Q: The stresses acting on element A in the web of a train rail are found to be 'X (MPa)' tension in the…

A: solution of part (b) Given Data: δx=75 MPaδy=90 MPaτxy=40 MPaθ=10ο calculate the stresses δx acting…

Q: As shown in the figure below the two planes PQ and QR are having shear stress of 40 MPa. The plane…

Q: The strain components Ex, Ey, and Yxy are given for a point in a body subjected to plane strain.…

Q: For a plane stress problem, the state of stress at a point P is represented by the stress element as…

A: Given data- Stresses are given- σx=80 MPa,σy=-20 MPa,τxy=-25 MPa, To Find- The angle of maximum…

Q: In a pure shear condition, the maximum value of shear stress is observed to be 20 MPa element shown,…

Q: 85 In a pure shear condition, the maximum value of shear stress is observed to be 20 MPa for an…

A: Calculate the change in length of diagonal AB?

Q: The rectangular plate is subjected to force P that causes elongation in the horizontal direction and…

Q: 1. Given stress on an element as shown. a) Using both Analytical method and Graphical method…

A: a) Analytical Method i) σ1 , σ3 σx = - 75 MPa σy = 40 MPa τxy = 20 MPa σ1,3=σx + σy2 ± (σx - σy2)2 +…

Q: (a) A state of stress at a point is the result of two separate actions that produces the stress…

A: Given data Shear stress (τ) =-15 MPa Axial stress (σy) = -35 MPa θ1= 30°…

Q: An element in plane stress on the fuselage ofan airplane (figure part a) is subjected to…

A: Given:- The magnitude of the compressive stress in the horizontal direction = 42 MPa The magnitude…

Q: 3. The plane stress is shown on the element. Use Mohr's circle. 1) Determine the principal stresses…

Q: 85 In a pure shear condition, the maximum value of shear stress is observed to be 20 MPa for an…

Q: 1. The state of plane stress at a point is represented on the element shown in the figure below.…

A: Given data Normal stresses Angle of transformation

Q: The change in length of diagonal AB is un

Q: 85 In a pure shear condition, the maximum value of shear stress is observed to be 20 MPa for an…

Q: As shown in the figure below the two planes PQ and QR are having shear stress of 40 MPa. The plane…

A: Angle p=300

Q: 85 In a pure shear condition, the maximum value of shear stress is observed to be 20 MPa for an…

Q: (b) Show clearly in a step by step manner the development process of a stiffness matrix, [K]®, for a…

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

Q: q19At a point in a two dimensional stress system, the normal stress on two mutually perpendicular…

Q: A thin strap is wrapped around a solid rod as shown in Figure 1a. Determine the principal stresses…

Q: - Change gy from 100 MPa to 139.10 MPa - Determine the equivalent state of stress on an element at…

A: Given:- To find:- Equivalent state of stress on an element oriented at 30o clockwise Concept:- The…

Q: In a pure shear condition, the maximum value of shear stress is observed to be 20 MPa for an element…

Q: For a plane stress problem, the state of stress at a point 'Q' is represented by the stress element…

Q: An element is subject to the following normal and shear strains: €x = -350 x 10-6 €y = 200 x 10-6…

Q: Links (1) and (2) support rigid bar ABCD shown in the figure. Link (1) is bronze [E = 15,200 ksi]…

Q: In a plane stress condition, the components of stress at point are Ox = 20 MPa, MPa The maximum…

Q: The state of stress at a point is shown on the element. Enter your answers numerically separated by…

A: Consider the figure.

Q: • Part C- Counterclockwise Rotation of a Stress Element The state of stress at a point in a member…

Q: The nodal co-ordinates of a plane stress element are 1 (100,100), 2 (500,100) and 3(250,500). The…

A: Given values: Stress elements: 1(100,100) 2(500,100) 3(250,500) Nodal displacements: u1=1.5 mm v1= 1…

Q: ement oriented 3 ess at the y-axis

Q: 0=-80MPA o=20MPA 0=20MPA 0=-80MPA

Q: Question 1 Find the state of of stress for the element in Figure Q1 inclined by 30° counter…

A: Given data Tensile load Compressive load Shear stress Angle of plane

Q: The biaxial stress system in an element is shown in the figure. Which of the following will give the…

A: Given- Stresses- σ1=60 N/mm2,σ2=-40 N/mm2,

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

e New X
AmericaX
MarketV x
wy Isaac Fra X
e6e9579bef30313512e3229e#10001
Review
Part D-Clockwise Rotation of a Stress Element with No Shear Stress
The state of stress at a point in a member is shown on the rectangular stress element in (Figure 6)
where the magnitudes of the stresses are lo = 17 ksi and Jo= 20 ksi.
Determine the state of stress on an element rotated such that the +x' axis is 30° below the -I axis
of the original stress element.
Express your answers, separated by dommas, to three significant figures.
> View Available Hint(s)
V AZ
vec
ksi, ksi,
ksi
Tzy =
Submit
Next >
Provide Feedback
Pearson
nc. All rights reserved. I Tems of Use | Prnvacy Policy | Permissions I Contact Us I
11:01 PM
58 F Mostly cloudy
5/5/2022

of rotation, including the correct šlgns,
the stress-transformation equations to find the stress on
a plane or element at a different angle than the original.
The method of calculating the state of stress on an
inclined plane is tedious, prone to error, and incomplete
Lif we calculate a and T
we bave to do a
Figure
5 of 6
Provide F
Copyright 2022 Pearson Education Inc. All rights re
pe here to search
DCL

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 4 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

85 In a pure shear condition, the maximum value of shear stress is observed to be 20 MPa for an element shown, subjected to above condition. The change in length of diagonal AB is μm. [Take G = 80 GPa] [Correct upto 2 decimal places] D 10 cm A 10 cm B () C
170MPA 320MPA 430MPA Figure Q2: State of plane stress
The stresses acting on element B (see figure part a) on the web of a wide-flange beam are found to be o = 11,000 psi in compression in the horizontal direction and oy = 2,600 psi in compression in the vertical direction (see figure part b). Also, shear stresses of magnitude Tzy = 3,200 psi, act in the directions shown. B Side Cross View Section (b) (а) Determine the stresses acting on an element oriented at a counterclockwise angle of 45" from the horizontal. Round your answers to one decimal place. psi psi psi
The state of stress at a point is the result of two loadings as shown in figure. When acting alone, the first loading produces the 3 MPa pure shear with respect of xy-axis. The second loading alone results in the 4 MPa pure shear with respect to the x'y-axis. The angle between the two sets of axis is 30° as shown. If the two loadings act simultaneously then resultant (absolute) shear stress at that point with respect to x-y axis is MPa (in integer). 3 MPa st 1 loading 2 loading 4 MPa α = 30° x'
P² The strain components Ex, Ey, and Yxy are given for a point in a body subjected to plane strain. Using Mohr's circle, determine the principal strains, the maximum in-plane shear strain, and the absolute maximum shear strain at the point. Show the angle 8p, the principal strain deformations, and the maximum in-plane shear strain distortion in a sketch. Ex= 320 μE, Ey = -910 μE, Yxy=-580 prad. Enter the angle such that -45°≤0₂≤ +45°. Answer: Ep1 = με Ep2= με Ymax in-plane Vabsolute max. 0p= H H prad urad
The state of strain at the point has components of € = 300 (10-6), y = -260 (10-6), and Yay = 460 (10–6). Figure
A thin triangular plate ABC is fixed on side AB. The plate is strained such that all straight lines in the plate remain straight after deformation and that apex C is displaced to point C'as shown. Compute the following: a) the normal strains ex, ey and the shearing strain yxy at point C based on small deformation theory b) the normal strain at point A in the direction of AC based on small deformation theory c) the normal strains ex, ey and the shearing strain yxy at point C based on large deformation theory A 30° -200 mm. 3mm C" 1 I 1 1 60° 4mm
Q3) the state of plane stress at a point is represented by the element shown below. Determine state of stress at the point on another element oriented 30° e from the position shown and show these stresses properly on the rotated element. counterClock Wise 50 MPa 80 MPa (a) 25 MPa
A
Determine principle stress and angles