The 2 D stress at a point is given by the matrix650 15MPa. The maximum15 10Txy6yy=yxshear stress in (MPa) units is :(a) 45(c) 25(b) 55(d) 30

To Find :The max shear stress ?

Answered: The 2 D stress at a point is given by…

The 2 D stress at a point is given by the matrix Txy 50 15 MPa. The maximum 15 10 6. II = Tyx yy shear stress in (MPa) units is : (b) 55 (d) 30 (a) 45 (c) 25

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: 8. The state of stress at a point in a member is shown on the element. Determine the absolute normal…

Q: The state of stress at a point in a member is shown in A 0x' = 60° σ y B on the element. Assume ox…

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

Q: The couple M = 23 kN-m is applied to a beam of the cross sec angle with the vertical. Determine the…

A: Given : M = 23 KNm and β =150 Find : stress at A, B ,D = ? Let the…

Q: (MPa), 022=b+c+d+h (MPa), t12=c+g+h+d (MPa), O°=2(T1), E= 1000(T1) Mpa, v=(T1)/100 a) Calculate…

Q: The structure shown below consists of a brass core inserted into a steel tube of cross section…

A: To determine the maximum bending stress in the bar. Given, Moment acting on the beam (M) = 8 kN.m…

Q: A rod having a circular cross section (radius; 0.5 in, height; 15 in) is subjected to loadings as in…

A: torque at fixed end T=540 lb.indiameter of shaft d=0.5 inthen shear stress at A abd B…

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

Q: The triangular plate is fixed at its base, and its apex A is given a horizontal displacement of 5…

A: The triangular plate with dimensions as shown in the figure below,Horizontal displacement,

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

A: The given data is shown below: Sx=12.4 ksiSy=3.5 ksiSxy=3.6 ksiβ=29°

Q: A pulley of diameter D = 740 mm is mounted on a shaft that has a diameter of d = 100 mm. The pulley…

A: Given: The diameter of the pulley (D) is 740 mm. The diameter of the shaft (d) is 100 mm. The…

Q: 1) The state of plane stress at a point is shown on the element in Figure. Determine the maximum…

A: σx = -80 Mpaσy = 50 Mpaτxy = -25 MPa. To determine = Maximum shear 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: The beam shown is subjected to two loads, one point and the other uniformly distributed. Determine…

Q: 90 MPa 1. If a point is subjected to the state of stress shown in the figure, determine the…

Q: 2 KN.m 350 mm 50 mm 200 mm columna 175 mm 2 m 1 m 8 m

A: as support are simply suppourted.max BM= BMmax=wl28 =2*828 =16KNM

Q: The state of stress at a point in a member is shown on the element in Figure (1). Determine the…

Q: Plane Stress In the stress element given in Figure 3, WITH MOHR CIRCLE; (a) Determine the principal…

A: Principal stresses: Principal stresses are the utmost and minimum value of normal stresses on a…

Q: 2. The state of plane stress at a point is represented on the element shown in the figure below. (a)…

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: Problem 4 : For the shown Mohr circle: a) What is the state of stress at the reference point A.…

Q: At a point in a component, the state of stress is shown on the element below. Assume that the stress…

A: Determine the magnitude of the absolute maximum shear stress that acts at the point.

Q: Question 2 Referring to the stresses on the surfaces of an element in Figure Q.1, determine : (a)…

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

Q: An element in pure shear is subjected to stresses Tgy = 3,900 psi, as shown in the figure. Consider…

Q: The plane state of stress (shown in the following Figure) is for a point p inside a given body under…

Q: Example 7-5: The state of plane stress at a point with respect to the xy- axes is shown in the…

Q: The differential element above represents the state of plane stress at a pont J steel beam. Which of…

A: Given data: σX=60 ksiσY=-20 ksiζXY=40 ksi

Q: The normal and shear stresses at a point in a structural subjected to a state of plane stress are…

A: To find principal stress and shear stress and their direction

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

Q: 5. The state of stress at a point in a member is shown on the element. Determine the stress…

Q: 2. The assembly in Figure consists of a light rigid bar AB, pinned at 0, that is attached to the…

A: Given

Q: 3. The shaft in the figure below consists of 75 mm diameter bronze segment that is rigidly joint to…

A: Solution:- We know that, torsion equation is TJ=τr=GθL by using this relation, the stress in AB…

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

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

A: Consider the figure.

Q: A Plane stress state is given on a material element as shown below. O=a+b+h (MPa), Oz=b+c+d+h (MPa),…

Q: A state of stress is specified in the figure shown below. Determine the Normal stress oy (mPa) on…

Q: A rigid bar AB is hinged at A and is supported by a rod CD at C. The rod is pin connected at D, as…

Q: ement oriented 3 ess at the y-axis

Q: 2xy tan20p 2 Principal stress: 01,2 = ) + Txy² (Ox-Gy)/2 -(0x-0y)/2 Ox+0y + Txy 2 tan20, σανg 2…

A: Given: σx=42 MPaσy=-57 MPaτxy=28 MPa

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

Q: iameter hole in the support plate. When a load P is applied to the rod, the rod head rests on the…

Concept explainers

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.

Question

The 2 D stress at a point is given by the matrix
6
50 15
MPa. The maximum
15 10
Txy
6
yy
=
yx
shear stress in (MPa) units is :
(a) 45
(c) 25
(b) 55
(d) 30

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: Given :

VIEW

Step 2: Solution :

VIEW

Solution

VIEW

Step by step

Solved in 3 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

Figure 1 shows the elastically deformed shape AB'C'D' of a thin plate subjected to plane stress conditions. The elasticity modulus and Poisson's ration are E=210 GPa and v=0.33 respectively. Determine the direction (angle 0) of the maximum shear stress on the point 0(0.5, 0.5). C'(1.09, 1.08) D'(0.01, 1.03) C(1.00, 1.00) D(0, 1) A(0, 0) O(0.5, 0.5) B(1, 0) B'(1.05, 0.06)
A thin polymer plate PQR is deformed such that corner Q is displaced downward 0.0625-in. to new position Q' as shown in the figure. Determine the shear strain at Q'associated with the two edges (PQ and QR). Assume a = 4 in., b = 1 in., c = 2 in., and A = 0.0625 in. a R A Q' Answer:Y = i prad
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
The cross-sectional dimensions of a beam are shown. The internal bending moment about the z centroidal axis is M₂ = +3.51 kip-ft. Assume b = 7.125 in., d = 5.25 in. and t = 0.75 in. Determine: (a) the maximum tension bending stress in the beam. (b) the maximum compression bending stress oc in the beam. Answers: (a) OT = i ) oc = i t b y K H ksi ksi.
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
The couple M=1.1 kN-m acts in a vertical plane and is applied to a beam oriented as shown. Determine the stress at point A 10 mm 40 mm The stress at point A is ( 10 mm 40 mm -10 mm 1,-1.894 x 10 mm 1,-0.614 x 10 mm +0.800 x 10 mm MPa.
The cross-sectional area of bar ABCD is 500 mm^2 . Determine the stress in segment BC
The triangular plate is fixed at its base, and its apex A is given a horizontal displacement of 5 mm. Calculate the shear strain, Yxy, at A. Also, calculate the average normal strain & along the x' axis. 800 mm 45% 45° 800 mm 5 mm
Q1) A stat of stress is specified in Figure. By using Mohr's circle determine the normal and shearing stresses on the principal plane, and sketch the results. 18 MPa 60 MPa 15 MPA
The beam is subjected to a bending moment of M = 17 kN. m. σA = B 200 mm OB = 30 mm 30 mm M 30 mm 30 mm 50 mm 150 mm 150 mm 50 mm Part A Determine the bending stress in the beam at point A. Express your answer to three significant figures and include the appropriate units. Enter negative value in the case of compression and positive in the case of tension. ANSWER: Q Tap image to zoom Part B Determine the bending stress in the beam at point B. Express your answer to three significant figures and include the appropriate units. Enter negative value in the case of compression and positive in the case of tension. ANSWER: