A thin triangular plate PQR forms a right angle at point Q. During deformation, point Q moves to the left by u = 2.3 mm and upward by v = 3.7 mm to new position Q'. Determine the shear strain y at corner Q' after deformation. Use c = 780 mm, a = 22°, and 3 = 68° U Answer: y = i P 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 = 2.3 mm and upward by v = 3.7 mm to new position Q'. Determine the shear strain y at corner Q' after deformation. Use c = 780 mm, a = 22°, and 3 = 68° U Answer: y = i P 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: 4. Given a shear stress of T-35 MPa and a shear modulus of G= 75 GPa, the shear strain is most…

A: Given data Shear stress=35 mpa Shear modulus =75 gpa We have to determine shear Strain

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: 5 kN.m is applied to the purlin in a plane at an angle of 30 deg to the vertical y axis. If the…

A: givenM=5000Nm, θ=30οMx=5000×103 cos30ο=4.4×105 N-mmMy=5000×103sin 30ο=2.2×105 N-mm

Q: The extruded plastic shape has dimensions of D = 37 mm, d = 33 mm, a = 91 mm, and t = 7 mm. (a)…

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

Q: At a point on a structural member subjected to plane stress, normal and shear stresses exist on…

Q: 3 1 4 If the components of stress at point p given by 1 2 -5 | Мра , 4-5 0 hen the stress vector…

A: Stress vector, σ=31412-54-50 Unit vector normal to the plane equation is, s=2x+y-z=1normal vector to…

Q: Determine the maximum shearing stress in each springs supporting the rigid bar shown. Neglect the…

A: We have a rigid bar pivoted at an end and supported by two rigid springs, with a force of 5 KN…

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

Q: A thin rectangular polymer plate PQRS of width b = 410 mm and height a = 154 mm is shown in the…

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

A: Given- S=49 mm, S′=54 mm, Δx1=5 mm, and Δx2=9 mm.Determine the shear strain at D relative to the x,…

Q: A lever is attached to a shaft with a square shear key as shown. If the force applied to the lever…

A: Solution - Given data - P= 385 N

Q: A lever is attached to a shaft with a square shear key as shown. If the force applied to the lever…

A: GivenP=375N

Q: For the structure shown below, the shear stress in the pin at B is determined a MPa if it has a…

Q: Determine the maximum value of Qof the Transverse Shear Stress formula [T = (VQ)/(It)] at point p in…

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

A: Answer:-

Q: 1. Find the relationships between strain components in the polar coordinate and strain components in…

A: To find the relationships between strain components in the polar coordinate and strain components in…

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

Q: Tsy

A: Given Data⇒ σx=60 MPaσy=50 MPaζxy=50 MPa

Q: 1) Load P is applied to the fixed-supported symmetrical I profile beam. The beam material is steel,…

A: “Since you have posted a question with multiple sub-parts, we will provide the solution only to the…

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

Q: The Cartesian components of stress at a point are 0x = 15 Oy = 0₂ = 8, - Txy = 6, Tyz = 4, Txz = 4…

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

Q: In each case, the state of stress sx, sy, txy produces normal and shear stress components along…

A: (a) sx'=-5 kPasy'=0τx'y'=8 kPau=20° The stress along the normal -axis:…

Q: Determine the shear stress in section AB and the angle of torsion of point A in relation to point C.…

Q: The strain at point A on the bracket has normal components 200x106 and 400x106 in x and y…

A: Option (c) 501.6 is correct option

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

Q: Use the graphical method to construct the shear-force and bending-moment diagrams for the beam…

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

A: The shear strain at corner Q'.Given:The horizontal deformation is .The vertical deformation is .The…

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

Q: Determine the absolute maximum shear stress of the stress state acting on the element shown in the…

A: It is required to determine absolute maximum shear stress

Q: A circular tube is subjected to torque T at itsends. The resulting maximum shear strain in the…

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

Q: e normal tension distr d the shear ştress

Q: 4. Given a shear stress of T35 MPa and a shear modulus of G-75 GPa, the shear strain is most nearly…

A: Given data : Shear modulus is denoted by G Shear stress is denoted by ζXY Required : Shear strain

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

Q: The piece of plastic is originally rectangular. Suppose that a = 300mm and b = 420 mm 2mm 5mm-> 2mm…

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

A: Given data: u=1.4 mm v=5.1 mm c=680 mm α=21o β=69o

Q: onstruct the shear-force diagram and identify the magnitude of the largest shear force (conside ound…

Q: Q:- A bracket is supported by means of 3 rivets of same size, as shown in Fig. Determine the…

Q: The solid rod with radius r=37 mm is subjected to the loading F;=120 kN, F2=38 kN, F3=29 kN. With…

A: Fifth option is correct combined shear stress=4.805Mpa

Q: Solve the problem using the stress transformation equations. Suppose that σx= 92 MPa, σy= 46 MPa,…

A: Given:To find:A) Determine the normal stress component acting on the plane AB.B) Determine the shear…

Q: 1. Determine the internal normal force, shear force, and bending moment at point C in the beam. 300…

Question

A thin triangular plate PQR forms a right angle at point Q. During deformation, point Q moves to the left by u = 2.3 mm and upward by
v = 3.7 mm to new position Q'. Determine the shear strain y at corner Q' after deformation. Use c = 780 mm, a = 22°, and ß = 68%
V
Answer:
y =
i
P
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

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 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, mechanical-engineering and related others by exploring similar questions and additional content below.

Similar questions

Can you please explain why the question above is true and if not kindly explain why is False.
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 =
A thin triangular plate PQR forms a right angle at point Q. During deformation, point Q moves to the left by u = 1.7 mm and upward by v = 3.5 mm to new position Q'. Determine the shear strain y at corner Q' after deformation. Use c = 720 mm, a = 31% and 3 = 59° Answer: y = i P 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 ß = 68° U Answer: y = i P a B R urad
From the stress states given, draw the 3D Mohr's circle (lable the principle normal stresses, maximum and absolute shear stresses), and sketch the principle and shear planes. σxx = 70 ksi, σzz = -50 ksi, ?xy = 50 ksi (counterclockwise)
A thin rectangular plate is uniformly, deformed, as shown. Determine the shear strain γxyγx⁢y at P. Assume a = 15 in., b = 28 in., c = 0.12 in, and d = 0.19 in.
A thin triangular plate PQR forms a right angle at point Q. During deformation, point Q moves to the left by u = 2.6 mm and upward by v = 5.2 mm to new position Q'. Determine the shear strain y at corner Q' after deformation. Use c = 620 mm, a = 29°, and B = 61°. 41 Answer: y = i urad
For the steel plate with the plane stress state shown. If E = 200 GPa, v = 0.3 and a=12 10 C. if this steel plate was heated from 25 C to 150 c. Find the normal strain in x direction (E). Select one: -3 O a. 4.06*10 -3 O b. 2.03*10 O c. NONE -3 O d. -4.06*10 -3 O e. -2.03*10
A thin triangular plate PQR forms a right angle at point Q. During deformation, point Q moves to the left by u = 2.0 mm and upward by v = 4.2 mm to new position Q'. Determine the shear strain y at corner Q' after deformation. Use c = 775 mm, a = 20%, and B = 70% ↑= Answer: y = i P a B R urad
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 = 5.6 mm to new position Q'. Determine the shear strain y at corner Q' after deformation. Use c = 620 mm, a = 26°, and B = 64° Answer: y = i P a B R urad
A thin rectangular plate is uniformly deformed, as shown. Determine the shear strain γxyγx⁢y at P. Assume a = 1200 mm, b = 580 mm, c = 1.3 mm, and d = 1 mm.