A thin triangular plate PQR forms a right angle at point Q. During deformation, point Q moves to the left by u = 1.9 mm and upward by v=4.9 mm to new position Q'. Determine the shear strain y at corner Q' after deformation. Use c-730 mm, a -22°, and 3 - 68% Answer: V- i a R urad

A thin triangular plate PQR forms a right angle at point Q. During deformation, point Q moves to the left by u = 1.9 mm and upward by v=4.9 mm to new position Q'. Determine the shear strain y at corner Q' after deformation. Use c-730 mm, a -22°, and 3 - 68% Answer: V- i a R urad

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Related questions

Q: A composite shaft consists of 3 cylinders that are made from aluminum, copper and steel. Multiple…

A: To findDetermine the normal stress in section AB, Determine the normal stress in section BC,…

Q: For the three stress states given, find all principal normal stresses using the eigenvalue method.…

A: In eigenvalue approach, the eigenvalue represents the principal normal stresses and eigenvectors…

Q: The strain at point A on the bracket has normal components 350x106 and 1000x10-6 in x and y…

A: =

Q: H.W.8 A thin triangular plate is uniformly deformed. Deter- mine the shear strain at P after point P…

Q: Griven luteral os toain=2x1015 lenytudinal %3D train=5X105 Relermine bonson's reatio

Q: Q1: Considering the forces acting on the bar having solid circular cross-section, and an elastic…

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

A: Given that: u = 2.3 mm, v = 3.9 mm c = 685 mm α =310, and β = 590 It is required to determine the…

Q: 60mm 2. H we measure a &=13µm decrease in the bolt diameter d. Bolt material properties are given as…

Q: Part (b) Calculate (iii) The longitudinal strain, eL (iv) The hoop strain, €Ħ Enter your answers to…

Q: The shear stress-shear strain diagram for a material is shown. The bolt used to hold the lap joint…

A: Given:The diameter of the bolt, The Poisson's ratio of the material, The shear stress-shear strain…

Q: degree is the angle of twist of a solid rod of length 50 cm and diameter of 25 mm, when it is…

Q: 4. Show that Cp = as +45°. principal strain and shear strain

A: from strain formula's we need to prove

Q: The stress-strain diagram for a steel alloy having an original diameter of 0.80 in and a gage length…

A: Given data Original diameter = 0.8 in Gage length = 10 in Find the load at yielding point.

Q: An alumin um rod with the rod axis oriented in the z-direction is subjected to T20 = 10MPa, which is…

Q: Mohr's circle for an element is shown, each grid is 5 MPa square. A rotated plane through the…

Q: 2- Determine the nodal displacements and the element stresses for the thin plate with a uniform…

A: Find outDetermine the nodal displacement and the element stresses for the thin plate.GivenYoung's…

Q: a free surface of a machine point (E = 214Gpa, G= 83Gpa) the stress state is shown on the diagram…

Q: Shear Strain A thin triangular plate PQR forms a right angle at point Q. During deformation, point Q…

Q: Principal nd Use 3

A: Given data

Q: The internal loadings at a section of the beam in Elouce.1) are shown Figure 100 mm 0 mm 200 mm 10…

A: Given: Fx=-80 kNFy=60 kNMy=500 N.mMz=10 kN.m=10×106N.mm

Q: It is used to find the shear strength of a 3-system material. T-shaped test is used for this. When…

A: Given: t = 4mm Ultimate load is 9 kN.

Q: Use the graphical method to construct the shear-force diagram and identify the magnitude of the…

Q: erial when longitudinal strain is 0.12mm/mm and transverse strain is -0.03

A: Given data Longitudinal strain=0.12mm/mm Transverse strain=-0.0396mm/mm

Q: The square deforms into the position shown by the dashed lines. (Figure 1) The dimensions are S = 59…

A: Data given - The square deforms into the position shown by the dashed lines (Figure 1) The…

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

Q: QI/ Find the safe diameter of rivets for the rivet joint shown below to avon failure knowing that…

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

A: Answer:-

Q: a. Normal strain and shear strain components, Ex, Ey, &z and Yxy. b. Magnitude and orientation of…

A: Given Data: v=0.3E=200 GPaε1=-75×10-6ε2=300×10-6ε3=250×10-6 To Find:

Q: he rod has a diameter of 40 mmmm. It is subjected to the force system Fx=1100 N, Fy=500 N, Fz=900 N.…

A: The forces are The diameter od rod is The torque is

Q: For the following Mohr's circle: can we find the normal stress in X, the normal stress in Y and the…

Q: E, = 200.00 pE Eb = 400.00 pe E = 150.00 pe 600 The strain rosette shown was used to obtain normal…

Q: Determire the internal shear force at section 0.5 m from point B to the right in the rigid body…

Q: the state of stress at a point can be described by óx=36 MPa and Txy= 17MPa a second coordinate…

Q: stress element x=21Mpa, y=11Mpa, xy=8, angle=50 degrees using the arithmetic method and Moore's…

Q: Calcuate Shear and Bending From Point A to Point B and Point A to Point C. Draw a FBD from point A…

A: For the solution refer below images.Find F.B.D. and shear and bending diagrams for portions AB and…

Q: A square piece of material is deformed into the dashed position. -15.18 mm В 15.24 mm 15 mm 89.7° A-…

A: Shear strain and average normal strain diagonal AC.

Q: Find the value of strain Initial length=120 mm Change in length=0.02 mm

A: Given data : Initial length=L Change in length=∆L Required : Strain

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

Q: Sketch the internal shear force diagram using either the graphical method or the sectioning method…

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

Q: The square deforms into the position shown by the dashed lines in (Figure 1). The dimensions are S =…

A: The final angle between side AD' and AC is 91.5°

Question

A thin triangular plate PQR forms a right angle at point Q. During
deformation, point Q moves to the left by u = 1.9 mm and upward by
v=4.9 mm to new position Q'. Determine the shear strain y at
corner Q' after deformation. Use c = 730 mm, a = 22°, and ß = 68°
U
Answer:
y = i
P
a
B
R
urad

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: Determine the shear strain at corner Q'.

VIEW

Step 2: Calculate the value of new angle of deformation.

VIEW

Step 3: Calculate the shear strain at corner Q'.

VIEW

Solution

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 4 steps with 14 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

A thin triangular plate PQR forms a right angle at point Q. During deformation, point Q moves to the left by u = 2.8 mm and upward by v = 5.4 mm to new position Q'. Determine the shear strain y at corner Q' after deformation. Use c = 635 mm, a = 26°, and 3 = 64° U Answer: y = P R urad
veryyy need please. complete solu. box the final answeer
The plastic distorts as shown by the dashed lines. (Figure 1) The dimensions are L = 470 mm, H = 395 mm, d₁ = 2 mm, d₂ = 4 mm, d3 = 14 mm, d4 = 9 mm, 2 mm, and do 4 mm d5 Figure H L B dz d 1 of 1 Part A Determine the shear strain Yry at corner C. Express your answer to three significant figures and include appropriate units. (YC)zy = Submit Part B μA (YD)zy = Value Request Answer Determine the shear strain Yzy at corner D. Express your answer to three significant figures and include appropriate units. μA Value Units Submit Request Answer ? Units ?
4.1: Unit elongation in three directions at a point a,Since Ꜫa = 120.10-6 Ꜫb = -320.10-6 Ꜫc = 650.10-6, find the unit elongation in the I - I direction. Draw the mohr circle of the Strain state. Answer = Ꜫ45◦ = -850.10-6
Following plate is connected to the wall using 7 bolts. Cross sectional area of each bolt is A. Force F is applied to the plate. The magnitude of shear stress experienced by bolt B is, 100.00 25.00 25.00 25.00 O 1. Less than F/(7A) O 2. F/(7A) O3. More than F/(7A) 80.00 20.00 20.00 20.00 (40 00)
Given the stress element shown, determine the maximum in-plane shear stress, 0x = 54 MPa Oy = 30 MPa Txy = 40 MPa (Use the stress orientation shown in the figure to determine the sign on the stress values.) 58 MPal 65 MPa 74 MPa 88 MPa 96 MPa + 148 MPa
solve last 3 parts pleaseee at the down right side
Please complete the solution to be similar to the most important line. It's the same line I uploaded a picture of you
I need just öne answer
1.5 kN 120 mm Outer diameter: 72 mm Inner diameter: 62 mm 150 mm D 120 mm 4.5 kN A For element A find: (a) Torsional shearing stress (b) Transverse shear stress (c) Normal stress Q = [AS] × y 2rm TU y =
Please solve and plot. Both parts
Calcuate Shear and Bending From Point A to Point B and Point A to Point C. Draw a FBD from point A to point B and another for point A to C indicating what stresses are been calculate. Use the stress tensor and stress cube to Indicate what forces are acting at point A. Force apply at point B is 70lb Distacen from Point A to B is 12 in or 1 feet long Distacen from Point A to C is 3 in Handle diameter 0.625 in