41 КРа 4X КРа 27 КРа 2Z kPa D 350 A 8Y KPa 450 88 КРа B E For the state of stress as shown in Figure. Determine the following: 1. Determine the Principal Stresses. 2. Determine the Maximum In plane Shearing stresses.

41 КРа 4X КРа 27 КРа 2Z kPa D 350 A 8Y KPa 450 88 КРа B E For the state of stress as shown in Figure. Determine the following: 1. Determine the Principal Stresses. 2. Determine the Maximum In plane Shearing stresses.

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: Express your answer to three significant figures and include the appropriate units N/m . (Figure 1) ...

Q: Water flows upward in a vertical 300-mm pipe at the rate of 0.222 m?/s. At a point A in the pipe the...

Q: PROBLEM NO. 2 Determine the vertical displacement of joint A. The cross-sectional area of each membe...

Q: 250-lb bucket is suspended from a cable on the wooden frame. Determine sultant internal loadings on ...

A: To find the internal loadings at point E -

Q: uestion find the A for o Coop when its Duty 1728 holt/Cumec of he field the buse period of this Cmpi...

A: Given data: Duty, D = 1728 hact/cumec Base period, B = 115 days

Q: Water flows through a horizontal pipe at a velocity of 3 m/sec. Determine the volume flow rate if th...

Q: The 4-mm diameter cable BC is made of a steel with E = 200 GPa. Knowing that the maximum stress in t...

Q: Find degree of static indeterminacy

A: To Determine Degree of static indeterminacy (Ds) of the given truss. Degree of Static indeterminacy ...

Q: Why does NSCP impose limits on the steel ratio to be provided on RC beams?

A: Hi! Thank you for the question. As per the honor code, we’ll answer the first question since the ex...

Q: AD, etermine, for an 8-ft length perpendicular to the paper, the amount and location the horizontal ...

Q: of 2 Determine the average shear stress in the 20-mm diameter pin at A. |30 kN 5 3 B -2 m 4 m

Q: 26 ksi An aluminum cube (E= 10 x 10 ksi, v D0.3) is aded as shown along each axis. (a) Show that for...

Q: 110: The site of Schöningen in Germany is important because Group of answer choices A: it is an Ache...

A: Concept- The site of Schöningen in Germany- Schöningen's archaeological site is part of a brown-coal...

Q: Find the limiting length of an offset (in m) so that the displacement of a point on the paper may no...

Q: 3.36 Determine the gage pressure at the center of pipe A pounds per square inch and in kilopascals. ...

Q: Draw the FBD. Then, determine the reactions at A and B. 650 N 500 N 30°, 300 N 1500 N · m 60° B -3 m...

Q: A 300mm by 600mm rectangular beam is subjected to uniform ultimate load of Wu=200kN/m over the whole...

A: Note- Hi! Thank you for the question, As per the honor code, we are allowed to answer three sub-part...

Q: Problem 1. Distance of point of zero shear between points A and B from point A 2.5 k/ft 1 k/ft E -20...

A: We have to determine the value of distance of point of zero shear between points A and B from the po...

Q: Compute for the location of the centroid of the section from the x- and y-axes shown in the figure. ...

Q: A car is standing 200 m behind a bus, which is also at rest. The two start moving at the same instan...

Q: Compute the headlight sight distance in meters for a freeway with a design speed of 75 kph. Assume t...

A: The given data is; Seed, v=75 kmph=20.833 mps The time of perception=5 sec Skid resistance=0.60 brak...

Q: Enumerate the steps in determining the ultimate moment strength of a singly-reinforced RC beam. Expl...

Q: look for and show complete solution: a. Reactions b. Shear and Moment Diagram c. Maximum Moment d....

A: For the beam shown below, the reactions, SFD, BMD, maximum moment and equations have to be determine...

Q: Using Three-Moment Equation, determine the reactions and draw the shear diagram and moment diagram

Q: The square steel tube carries 130 kN of axial compressive force. Compute the compressive stress in t...

A: Given: Axial compressive force = 130 KN, Weight of concrete pier = 2000N Find: Compressive stress in...

Q: For the given frame below, determine the following: 1. Determine the foed end moment at CD 1 Select]...

Q: most important document/s in a bid? Why?

Q: Part A etermine the resultant force and specify where it acts the beam measured from A. Assume w = 5...

A: Given Data - To find -

Q: A sample of 1346 grams of soil was taken from a 792 cu.cm test hole. It was then oven-dried and weig...

A: Given- bulk weight of the soil wb=1346 gdry weight of the soil wd=1076 gsaturated weight of the soil...

Q: 0.195m 0.412m D C 0.412m 0.195m F G 0.195m cable 1799 N capacity A E 0.299m 0.299m 1. Find load W. 2...

A: Equations of equilibrium can be used to calculate the answers

Q: Determine the resultant force and specify where it acts on the beam measured from A. Assume w = 5kN/...

Q: 1O KN A 6 m 6 m

Q: A soil is made up of identical spherical aggregates of bulk density Pz= 1.3 g/cm3 whose solid phase ...

A: In this question we have to determine the value of bulk density of the soil, the aggregate porosity,...

Q: 3.15 Water occupies the bottom 1.0 m of a cylindrical tank. On top of the water is 0.75 m of kerosen...

Q: For the punching operation shown in the figure, compute the shear stress in the material if a force ...

Q: The cylindrical steel column has an outer diameter of 90 mm and inner diameter of 80 mm. The column ...

Q: Consider a simple rectangular beam (bxh) reinforced with steel reinforcement of As. Assume b= 8 in.,...

A: Given data -

Q: .5 Prepare a set of profile leveling notes for the survey in Figure 2-34. In addition to comput- ing...

Q: A sample of 1346 grams of soil was taken from a 792 cu.cm test hole. It was then oven-dried and weig...

Q: sudamental Problem 4.41 Part A Determine the resultant force and specify where it acts on the beam m...

Q: C• Air Air 3ft 4ft B Air 5ft 6ft Water 2 ft

Q: 41 КРа 4X KPa 27 КРа 2Z kPa 350 A 8Y KPa 450 88 KPa в E For the state of stress as shown in Figure. ...

Q: What is the difference between free float and total float?

Q: Problem 5. Moment at point C 6k 12 k A B 5ft 10 ft O +210KN-m O +220KN-m O-210KN-m 1220KN-m

Q: .5 Prepare a set of profile leveling notes for the survey in Figure 2-34. In addition to comput- ing...

Q: 5 Prepare a set of profile leveling notes for the survey in Figure 2-34. In addition to comput- ing ...

Q: 3 ft 4 ft 7. The 2P P Aluminum A = 0.6 in.2 E = 10 x 10° psį Steel - A = 0.4 in.2 E = 29 x 106 psi c...

Q: A TRIANGULAR CHANNEL WITH SIDES INCLINED SowH HE HoRIzon TA L IS LAID IN A 2:757 SLOPE. USE n= D.015...

Q: 5. Determine ỹ, which locates the centroidal axis x' for the cross-sectional area of the T-beam, and...

Q: The height of water in the reservoir at the U/S of an earth dam is 12 m and the maximum length of th...

A: We are provided with height of water And also length, angle of friction between dam and soil beneat...

Concept explainers

Estimating construction costs

The determination of the cost of various items that would be required to carry out a construction project successfully is termed the estimation of construction costs. For preparing an estimate, the quantities of the materials are calculated from the construction drawings or blueprint design using formulas, and using these quantities, the construction cost estimating is done. The estimation process can be manual or it can be computed using construction estimating softwares such as RSmeans, STACK, and ProEst.

Question

I'll upvote if complete and correct. Thank you

41 КРа
4X КРа
27 КРа
2Z kPa
350
A
8Y KPa
450
88 KPa
B
For the state of stress as shown in Figure. Determine the following:
1. Determine the Principal Stresses.
2. Determine the Maximum In plane Shearing stresses.

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

VIEW

Step 2

VIEW

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, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

3. An aluminum rod is rigidly attached between a steel rod and a bronze rod as shown in the figure. Axial loads are applied at the positions indicated. Find the maximum value of P that will not exceed a stress in steel of 140 MPa, in aluminum of 13.05 ksi, or in bronze of 100 MРа. Aluminum A = 400 mm Bronze A = 200 mm Steel A = 500 mm? 2P 4P 2.5 m 2.0 m 1.5 m
Q36 onlys Ratio of stress in part A and B
Refer to figure STR - 5 Two prismatic bars are rigidly fastened together and support a vertical load of 45kN. The upper bar is of steel having mass density 7750 kg/m^3 , length 10m and cross-sectional area 65 cm^2. The lower bar is of brass having mass density 9000kg/m^3, length 6m and cross-sectional area 50 cm^2. Determine the maximum stress in each material. For steel Es= 200 GN/m^2 and for brass Eb= 100 GN/m^2. I need answer ASAP. Thank you!
es A state of stress at a point is the result of two separate actions; one produces the pure shear of 35 MPa shown in figure A and the other produces the pure shear of 30 MPa shown in figure B. 35 MPa -19.86 degrees Y -17.04 degrees -X Figure A Which of the following most nearly gives the principal planes for the combined state of stress? Select the correct response: 35 MPa 30° Figure B 30 MPa 30 MPa 4
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)For the supporting frame shown below: a) Determine the internal forces acting at section a-a. b) Determine the stress components that act at points A and B. IN = 2.6525x10-7 mª -300 mm 150 mm 2.5 kN a 12 mm 6 mm 6 mm 6 mm 36 mm'36 mm Section a – a
Q1. An aluminum rod is rigidly attached between a steel rod bronze rod as shown in figure. Axial loads are applied at the positions indicated. Find the maximum value of P that will n exceed a stress in steel of 90 MPa, in aluminum of 140 MPa bronze of 120 MPa. Aluminum Вronze A= 300 Steel A=100 A=200 ЗР 2P 5P 2.5m 2.0 m 1.5 m
Question #4: Determine the state of stress at point A on the cross section of the beam at section a-a. Show the results in a differential element at the point. O 2. T a 0.5m 0.5m 30 kN 2 m 100mm 50mm I 10mm 10mm 180mm Section a-a 10mm
Consider a point in a structural member that is subjected to plane stress. Normal and shear stresses acting on horizontal and vertical planes at the point are shown. Assume'stress magnitudes of 5,-80 MPa, S - 220 MPa. Sy For the given state of stress at a point in a structural member, determine the center Cand the radius R of Mohr's circle. Answers: C- MPa, R- i MPa. Save for Later Part 3 Determine the principal stresses (api > Op2 ) for this state of stress. Answers: Opl = MPa, o,2 = MPa Save for Later Part 4 For this Mohr's circle, determine the magnitude of the central angle between: (a) pointxand the point representing the principal stress opl- (b) point x and the point representing the principal stress Op2. (a) Angle - i (b) Angle - i
Determine the normal and shear stresses that occur in the n-n plane of the figure. Present a diagram showing such stresses on the n-n plane. Assume that the plate shown has a thickness of unit length.
1. The column in the figure shown has a strain on its compressive edge equal to -0.003 and has a tensile strain of +0.00185 on its other edge. Detemine the nominal values of Pn and Mn that cause this strain distribution if f'c = 21 MPa, fy = 414 MPa. Draw the column interaction diagram. en 600 Pn mm 8 - 6 32mm 75 225 225 75 600
An element in plane stress on the fuselage ofan airplane (figure part a) is subjected to compressivestresses with a magnitude of 42 MPa in the horizontaldirection and tensile stresses with a magnitude of9.5 MPa in the vertical direction (see figure part b).Also, shear stresses with a magnitude of 15.5 MPa actin the directions shown.Determine the stresses acting on an element orientedat a clockwise angle of 40° from the horizontal.Show these stresses on a sketch of an element orientedat this angle.