2. A finite element analysis of a bearing housing indicates that at a point p, the material issubjected to the state of stress (in MPa):Ox Txy Txz]Txy Oy TyzTxz Tyz0₂0-30 -10-10 40Determine the principal stresses and the absolute maximum shear stress.[20 20= 200

Principle stresses are the those stresses that are to the normal with zero plane. The value of…

2. A finite element analysis of a bearing housing indicates that at a point p, the material is subjected to the state of stress (in MPa): Ox Txy Txz] dy Tyz Txz Tyz Oz] Txy [20 20 0 20 -30 -10 0 -10 40 Determine the principal stresses and the absolute maximum shear stress.

2. A finite element analysis of a bearing housing indicates that at a point p, the material is subjected to the state of stress (in MPa): Ox Txy Txz] dy Tyz Txz Tyz Oz] Txy [20 20 0 20 -30 -10 0 -10 40 Determine the principal stresses and the absolute maximum shear stress.

Materials Science And Engineering Properties

1st Edition

ISBN:9781111988609

Author:Charles Gilmore

Publisher:Charles Gilmore

Chapter9: Time, Temperature, And Mechanical Properties

Section: Chapter Questions

Problem 9.3P

See similar textbooks

Related questions

Q: A cantilever 20cm wide and 25cm deep projects 2m out of a wall and is carrying a point load of 80kN…

Q: Draw the shear and moment diagram for the problem

Q: A 3% grade at Sta. 10+100 is to be connected to a -2% grade at Sta. 10+420 using symmetrical…

Q: Q- What is the regime scour depth for a channel in soil with silt factor 1.3 and carrying 8.2 m³/s/m…

A: Given- silt factor f=1.3, discharge q=8.2 m3/s/m

Q: can you please draw a diagram or the figure of this question

A: Solid shaft and hollow shaft

Q: Problem 5: The sides of a rectangular field are 1193.6 ± 0.60 ft and 582.70 ± 0.40 ft respectively.…

Q: A pre-stressed concrete beam 100 mm wide and 300 mm deep is pre-stressed by straight wires carrying…

A: Given data- A pre-stressed concrete beam- width b=100 mm, depth d=300 mm, Initial force P=150 kN,…

Q: For the beam shown in Fig.1 (let E = 210 GPa and I = 4 x 10-4 m4 throughout the beam length): Node…

A: Given : A cantilever beam with loading on it Required: Displacement curve, slope, shear force and…

Q: 1. Why are transportation policy, regulation, and planning important? How do they feed off each…

A: Solution:- It is asked to explain various terms in detail

Q: (b) Water samples were taken at point A along Sungai Berlian. The results of the analysis are shown…

A: The given data is shown below:

Q: The 10-mm-diameter steel bolt is surrounded by a bronze sleeve. The outer diameter of this 640…

A: Given : Diameter of steel bolt = 10 mm Outer diameter of sleeve = 20 mm Inner diameter = 10 mm Yield…

Q: *7-76. Draw the shear and moment diagrams for the beam. 2m- 15 kN 20 kN m Prob. 7-76 10 kN/m -2 m- B

Q: 3.00 3.00 300 kNm 6.00 P=229kN 90 kN/m 7.00 -12.0 m 4.00 6.00 For the beam loaded as shown,…

Q: PROBLEM 6.11 Show that for a given maximum shear stress the minimum diameter required for a solid…

Q: Part A If yn = 1.5 ft, determine the largest weight of the crate so that neither cable segment AB,…

A: Given : To find :

Q: use displacement and moment distribution method( MDM) find the beam internal moment and shear force…

A: To determine: SFD and BMD using Momnt Distribution Method

Q: A thin walled spherical shell is subjected to an internal pressure. If the radius of the shell is…

A: Given : Radius of the shell is increased by = 1% Thickness is reduced by 1 % To Determine : The…

Q: Question 3 A channel designed by Lacey's theory has a mean velocity of 1m/s. If silt factor is…

Q: 12. An aluminium (E = 70 GPa) column built into the ground has length, L = 3.0 m, and is under axial…

Q: A tapered circular rod of diameter varying from 30 mm to 20 mm is connected to another uniform…

Q: A soil has dry unit weight of 18 kN/m², specific gravity of 2.65 and degree of saturation of 72%.…

Q: Proving/deriving Friction Equations Expressed in the Form of hf = KQm

A: Answer We know that Hazen's Williams Velocity formula for circular conduit flowing full is given…

Q: A bent rod ABC is supported by a pin and bracket at A and a cable CD. The weight of the bent rod is…

Q: 100-kg crate hangs from ropes as shown below. Find the tension in ropes AB and AC. B 30° 60° A

A: Convert mass of block in Force Force = mass x acceleration due to gravity F = 100 x 9.81 = 981 N =…

Q: Example2/ The following offsets taken from a straight line to the boundaries edges. Distance 0 20 40…

Q: UPVOTE WILL BE GIVEN. PLEASE ANSWER IN PARAGRAPH FORM. What responsibility does an engineer have…

A: Concept- An engineer plays a crucial role in the drawings and the components that actually goes into…

Q: A tapered circular rod of diameter varying from 30 mm to 20 mm is connected to another uniform…

Q: Problem Water is flowing through a pipe of 5 cm diameter under a pressure of 29.43 N/cm² (gauge) and…

Q: Determine the force F that could keep the body in equilibrium as shown. What should be the value of…

A: To find magnitude of force F

Q: Question 3 A survey opens an old map plotted to a 10 m to 1 cm scale. He used a planimeter to find…

Q: A cable carrying a load of 10 kN/m run of horizontal span is stretched between supports of 100 m…

A: Given : Load carried by cable = 10 kN/m Central dip = 8 m To Find : Determine the ratio of greatest…

Q: Determine variables requested below for a horizontal curve with the following characteristics.…

Q: A tapered circular rod of diameter varying from 30 mm to 20 mm is connected to another uniform…

Q: 1. Determine the moment at A required to hold the gate as shown. Use Yw = 9.81 KN/m³. 2. If there is…

Q: Euniter CENG 3434: Codes & Specs Problem 2 [Required]: The restaurant below has 4 booths (with 2…

A: We have to assume the average space required per person to be 15 square feet as a rule of thumb. We…

Q: Question 2 A topographic map has a contour interval of 0.5 m and a scale of 1:1200. If two adjacent…

A: Given, Contour interval = 0.5 m Scale = 1:1200 Two adjacent contour are 25 mm apart from map.

Q: Problem- A 50 cm diameter pipe carries water (v = 0.294 x 106 m²/s) at an average velocity of 10…

A: Given data- Diameter of the pipe d=50 cm=0.50 m, Viscosity- v=0.294×10-4 m2/s, Average velocity…

Q: A machine costs P7,000, last 8 years and has a salvage value at the end of life of P350. Determine…

Q: 50KN A 20 KN K-5m----5m-- QUESTION: FIND DEFLECTION AT MIDSPAN. B

A: The given beam is a simply supported beam and is statically determinate beam. The deflection at the…

Q: Consider the plate subjected to the four external loads shown. Calculate an equivalent force couple…

Q: Problem 1 Using the slope-deflection equations, compute the moment and vertical reactions at…

Q: Before projects can proceed, a contract must be drawn up between the customer and contractor.…

A: Contracts: It is an agreement between the builder and the client it acts as proof of the agreement.…

Q: The precast floor system consists of a 150-mm-thick concrete slab carry its self weight as well a…

Q: Question 4 The construction of a light factory increases the vertical stress in an underlying clay…

A: Ultimate Settlement: Ultimate settlement is the total amount of settlement which is determined using…

Q: Project closeout is the final construction phase of the project lifecycle. This phase occurs after…

A: Project closeout is the final construction phase of the project lifecycle. This phase occurs after…

Q: Question 3 A channel designed by Lacey's theory has a mean velocity of 1m/s. If silt factor is…

Q: Problem 2: Consider the T-intersection with given traffic data: Movement 123456 2 3 4 6 Volume,…

A: Given: Normal flow volume(PCU/hr): q1=750 q2=250q3=650q4=200q5=240q6=350 And Saturated flow…

Q: Determine the reactions

Q: Draw the influence line for the force in (a) member EH and (b) member JE.

A: Answer (a) Influence line for the force in member EH Consider a Vertical section X-X in between EF…

Q: Estimate the evaporation from a lake when the air temperature is 30 oC and the water temperature is…

A: Evaporation is defined as a process in which liquid changes into vapors at free surface of 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

2. A finite element analysis of a bearing housing indicates that at a point p, the material is
subjected to the state of stress (in MPa):
Ox Txy Txz]
Txy Oy Tyz
Txz Tyz
0₂
0
-30 -10
-10 40
Determine the principal stresses and the absolute maximum shear stress.
[20 20
= 20
0

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

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 tapered cantilever beam AB having rectangular cross sections is subjected to a concentrated load P = 46 lb and a couple Mo = 790 lb - in. acting at the free end [see the figure part (a)). The width b of the beam is constant and equal to 1.0 in., but the height varies linearly from ha = 2.0 in. at the loaded end to hp = 3.0 in. at the support. Use L = 20 in. Мо В hg (a) 3P qo = T Мо (b) ЗР 90 =7 \ Mo.
fxplam how the to tal stress at a be determined from the figure below distance z Com ground surface d1 layer 1 d2 layer 2 Iz layer 3 z - d1 - d2
The normal and shear stresses acting on element A are 6,650 psi, 17,600 psi, and 2,700 psi (see part (b) of the figure below). (Consider only the in-plane stresses - the stresses in the xy-plane). 117,600 psi B A 6,650 psi A Cross Side |2,700 psi Section View (a) (b) Determine the maximum shear stresses (in psi), associated normal stresses (in psi), and angles of the principle planes (in degrees counterclockwise from the +x-axis). (For maximum shear stress, enter the magnitude. For normal stresses, use the sign convention for stresses acting on inclined sections.) max = psi psi 02 psi %3D ° counterclockwise from the +x-axis p1 p2 ° counterclockwise from the +x-axis
The components of plane stress at a critical point on a steel shell are shown in the figure below. The yield stress (Gy) of the material in simple tension is 250 MPa. 60 MPa 40 MPa 70 MPa (a) Determine the magnitude of the principal stresses and maximum shear stress. Sketch these on appropriately orientated elements. (b) Calculate the factor of safety against yield on the basis of i. Tresca failure criterion ii. Von Mises failure criterion
Two cylindrical rods AB and BC are welded together at B and loaded as shown. Knowing that the average normal stress must not exceed 175 MPa in rod AB and 150 MPa in rod BC, determine the smallest allowable values of d1 and d2. 300 mm 250 mm A B C -d₁ 40 kN -d₂. 30 kN
Q36 onlys Ratio of stress in part A and B
At a point in a component, the state of stress is shown on the element below. Assume that the stress magnitudes are s,-7150 psi and Sy - 4475 psi. The stresses act in the directions indicated in the figuure. Determine the magnitude of the absolute maximum shear stress that acts at the point. Answer: Tmax psi
The state of stress at a point in a structural member may be represented by a two-dimensional stress system in which o, =100 N/mm², o,=-80 N/mm² and 7,, =45 N/mm². Determine the direct stress on a plane inclined at 60° to the positive direction of o, and also the principal stresses. Calculate also the inclination of the principal planes to the plane on which o, acts. Verify your answcrs by a graphical method. Ans. 6,= 16 N/mm², o1 =110.6 N/mm², ơn=-90.6 N/mm², 0= –13.3° and –103.3°. !!
For the stress block shown, what is OP2 if OP1 = 140 MPa (T)? A.60 MPa (T) 40 MPa B.60 MPa (C) C.20 MPa (C) D.20 MPa (T) Txy Which among the following is ALWAYS TRUE about the maximum in-plane shear stress? A.It acts on planes 450 from principal planes. B.It is equal to the absolute maximum shear stress. C.It is equal to the principal stress with higher magnitude. D.It acts on planes with zero normal stress. 120 MPa
AN ALUMINUM TUBE IS FASTENED BETWEEN A STEEL ROD AND BRONZE ROD AS SHOWN IN THE FIGURE. AXIAL LOADS ARE APPLIED AT THE POSITIONS INDICATED. FIND THE VALUE OF P THAT WILL NOT EXCEED A MAXIMUM OVERALL DEFORMATION OF 5mm OR A STRESS IN THE STEEL OF 120MPa, IN BRONZE OF 130 MPa AND IN ALUMINUM OF 90 MPa. Modulus of Elasticty of Bronze = 80 GPa, Aluminum = 65 GPa and Steel = 210 GPa. 2P P 3P 4P L = 500mm 800 A = 400mm² 900 600 700 C
Q 2: The state of stress at a point is characterized by the components:= [ 12 3 0 3 4 0 0 0 10Find the values of the principal stresses and their directions?
2.) When an axial load is applied to the ends of the bar shown, the total elongation of the bar between joints A and C is 0.15 in. Ing segment BC, the normal strain is measured as 1,300 µin/in. Determine: (a) the elongation of segment BC; (b) the normal strain in segment AB of the bar. A tuhe with R 10u106 ni i 11