A bar of 80 mm diameter and 800 mm Length is subjected to an axial load of 200 kN. It elongates by 0.30 mm and the diameter decreases by 0.01 mm. What is the Poisson's ratio of the material of the bar?

A bar of 80 mm diameter and 800 mm Length is subjected to an axial load of 200 kN. It elongates by 0.30 mm and the diameter decreases by 0.01 mm. What is the Poisson's ratio of the material of the bar?

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter14: Sheet-pile Walls

Section: Chapter Questions

Problem 14.11P

See similar textbooks

Related questions

Q: Discuss the key stages in a construction project, and how Building Information Modelling informs the…

A: Brief concept introduction- Construction project- A construction project has many stages/phases in…

Q: A raw value of N = 40 was obtained from an SPT at a depth of 20 feet in a sand stratum that has a…

A: Given : N = 40 Depth = 20 feet Unit weight = 135 lb/ft3 This is a problem of Geotech engineering…

Q: The slope-deflection method relies on the use of the slope-deflection equation, which expresses the…

A: Slope Deflection method:- It is a the Displacement method of analysis to analyze the indeterminate…

Q: A plate load test is carried out on a subgrade soil using a 300 mm radius rigid plate. A load of 8…

Q: The freight cars A and B have a mass of 20 Mg and 15 Mg, respectively. Determine the velocity of A…

A: Coefficient of restitution

Q: Geotechnical Engineering (UPVOTE WILL BE GIVEN. PLEASE ANSWER THE QUESTION CORRECLTY. NO LONG…

Q: A 50 m tape is held 2 m out of line. What is the true length? 1. 48.02 m 2. 48 m 3. 49.02 m 4. 49.96…

Q: Give any two examples of samples of different types of aggregates and note the different shapes,…

A: There are two type of aggregate - Coarse aggregate Fine aggregate

Q: Instruction: Express your intermediate answers with at least FOUR decimal places and simplify your…

Q: Discuss why seepage has a significant effect on the failure of tailings storage facilities. Please…

A: seepage has a significant effect on the failure of tailings storage facilities - Explained Below…

Q: Q- Sand lying below a masonry dam has a porosity of 40% and a specific gravity of 2.67, then the…

A: To Determine: The value of maximum permissible upward gradient. Given Data: Porosity=40%Specefic…

Q: Why is it important to consider the effect of stress history on the final settlement of foundations?…

A: Settlement refers to the vertical movement/displacement of soil due to the reductionof volume of…

Q: A transition curve is to be provided for a circular railway curve of 300m radius, the gauge being…

Q: Question- Topic: Traffic Studies on Flow, Speed, Travel Time, Volume and Capacity The lost time due…

A: Given Data - Lost time = 3 sec Actual green time = 20 sec Amber time = 3 sec Find - Effective…

Q: Q3/ The beam of section and detail shown in Fig. support (D.L=25kN/m include its self- weight,…

A: Given: UDL = 25 kN/m Point Load, P = 150 kN fc = 35 MPa fy = 420 MPa Main bar = 20 mm h = 600 mm b…

Q: (A) 62.5 MPa (B) 31.25 MPa 125 MPa -IN A load P is supported as shown by a steel pin that has been…

A: Given :short wooden member Tensile Stress in wood= 60Mpa Shear stress in wood=7.5Mpa Allowable…

Q: Vertical Curve: If L=1320 ft, the BVC is at 5+00, What is the Station and Elevation for PVI ? G1 is…

Q: Write design steps and design considerations for the design of the groin field.

A: Groin Field: The groin is a structure which is a small structure constructed at a beach to prevent…

Q: Question- A sediment reservoir is planned for a 2100 sq.m site that has a peak inflow of 120cumec.…

A: Given- Area A= 2100 sq.m, Peak inflow =120 cumec, 4cm rainfall, The runoff R = 2.04 cm, Peak…

Q: Find the deflection AD using the unit-load method. Use E = 30,000 ksi and I = 500 in^4. 6' 30 k 6'…

A: Given Data E = 30,000 ksi I = 500 in4 Find the deflection at D using unit load method.

Q: Determine the specific gravity of the following materials: gold (r 1208 lb/ft3 ), platinum (r 1340…

Q: 1) You are an extension agent working for a large research university. A farmer brings some soil…

A: ( A) Before working on these methods, the farmer wants to know why these particular parameters…

Q: M-0 relationship for a simply supported beam shown below is given by M 0 M B

Q: 1.The Importance of horizontal curve and its types: simple curve, compound curve, reverse curve and…

A: The highway is set with curves, whether it is on the vertical plane or the horizontal plane, when…

Q: A 50 dm diameter well gives a discharge of 0.05 m³/sec. Two observations well were made at a…

A: Given data, q = 0.05 m³/s B = 10 m Diameter of well = 5 meter

Q: on of water to take advantage of the dynamic pressure. open to the atmosphere and the river is open…

Q: Problem 11.12 - Use Mohr's circle to determine the principal moments of inertia and principal axes…

A: In this we first calculate following moment of inertia Ix, Iy, and Ixy To determine principal moment…

Q: Copy of (A) 32.80 KN B) 182.40 KN Ⓒ91.20 KN D) 16.40 KN -IN A load P is supported as shown by a…

A: Given data, Bearing stress = 44 Mpa d = 12 mm b = 50 mm Allowable Tensile stress = 60 Mpa Allowable…

Q: The plan area of an old survey plotted to a scale of 10 m to 1 cm presently measures 82.5 cm². It…

A: Given data: The plan area of an old survey plotted to a scale of 10 m to 1 cm presently measure 82.5…

Q: • Determine the approximate axial forces, shears, and moments, for all members. 50 k A D 20ft B E…

A: The above frame is statically indeterminate frame and cannot be analyzed using the equation of…

Q: For questions 1 to 5, consider a bent rod fixed at the wall at A and is acted upon by a 20- N force…

Q: Refer to the figure below. Calculate the amount of increase in vertical stress Δσz at point A.…

A: To determine: The amount of increase in vertical stress ∆σz at point A. Given Data: q1=90 kN/mq2=325…

Q: The rate of discharge through the canal in the figure below is to be 11 m³/s. Find the width b and…

Q: the cumulative particle gradation curve of the soil is steep, it means ( ). A. the soil particles…

Q: A limestone mine has the following equipment at its primary production face: Excavator: a 15 yd3…

A: According to given Data A limestone mine has the following equipment at its primary production…

Q: A multilane highway (two lanes in each direction) is on level terrain. The free-flow speed has been…

Q: The 75-kg man in Figure attempts to lift the 40-kg uniform beam off the roller support at B.…

Q: SS=4,000 mg/L raw wastewater has the following characteristics: w=12 MGD Os=220 mg/L pended solids…

Q: A concrete cooling water tank with dimensions 7 m by 12 m by 0.5 m deep, is filled to the brim with…

A: Given, V = 7m x 12m x 0.5m = 42 m3 β = 3.7 x 10-4/oC T1 = 85oC T2 = 25oC

Q: 3. What are three ways to prevent brittle fracture of a design in a given environment?

A: Brittle Fracture: When the material gets fractured or deformed due to the application of stress on…

Q: Q2) Determine the reactions and draw the shear and bending moment diagrams for the structures shown…

A: Given: An indeterminate frame with loading Required: Reaction Shear and moment diagram using force…

Q: The following mix design information is provided to you for 1 m³ concrete. • Air content = 5% • w/cm…

A: Reference : Concrete technology, Mix design ACI 318 mix design code Given : Air content, w/c ratio,…

Q: Determine the effective length factor K for columns AB and BC. GI I X X 20' W24x55 A W24x55 20' B…

A: The ratio of column stiffness to girder stiffness is given by G=∑ICLC∑IGLGwhere,G is ratio of column…

Q: A highway designer wants to introduce a spiral curve system into a new design that has a V = 100…

A: Given, V = 100 kmph n = 4 R = 1200 m

Q: The proposed dam shown in figure is 90 m long and the coefficient of permeability of the soil is…

A: Answer We know that the quantity of water lost per day by seepage in m3 is given by Q = K*H*NfNd*L…

Q: Problem No. 3 Determine the displacement at B and C, and the slope at D. Assume A is fixed, B is…

Q: A 100-ft-thick, unconfined aquifer is penetrated by a 10-in. diameter well that pumps at a rate of…

Q: sketch the NFD, SFD, BMD, and deformed shape

A: A frame is given with roller support at A and fixed support at D. A hinge is also present at C. The…

Q: What concept allows us to compare the impacts of different greenhouse gases on global temperature?…

A: “Since you have asked multiple questions, we will solve the first question for you. If you want any…

Q: 9. In the following statements about the compaction of embankment fill, the correct one is ( ). A.…

A: Brief Concept Introduction- Compaction of embankment fill- A volume of earthen material that is…

Question

A bar of 80 mm diameter and 800 mm
Length is subjected to an axial load of
200 kN. It elongates by 0.30 mm and
the diameter decreases by 0.01 mm.
What is the Poisson's ratio of the
material of the bar?

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

PROBLEM 1: The homogeneous structure shown weighs 21.45 kN per square meter of cross-section. The structure is subject to horizontal uniformly distributed load P1 and triangularly distributed load P2 perpendicular to side AB. Given: H1 = 9 m; H2 = 6 m; H3 = 12 m X1 = 6 m; X2 = 5 m P1 = 220 kN/m; P2 = 280 kN/m 4 Magnitude of resultant, R 4314.04 5 Angle of resultant direction from x-axis, θx 86.01 6 Distance of resultant from C measured along line CD, X 9.116
What is the resultant of the distributed load with a uniform load of 3 kN/m? a.12 kN b.18 kN c. 6 kN d. 12 kN/m
A dam rectangular in cross – section with upstream face vertical. Water is 20.4 m deep on the upstream side. The dam is 23.2 m high and 14.8 m wide at the base and weighs 2310 kg/m3. Coefficient of friction between the base and the foundation is 0.85. Compute the factor of safety against sliding. a. 3.85 b. 2.67 c. 3.24 d. 1.45
I want Normal stress developed in segment AB. A homogeneous bar with a cross-sectional area of 400 mm2 is attached to fixed supports as shown inthe figure. It is subjected to lateral forces P1 = 20 kN and P2 = 50 kN. Determine the normal stressdeveloped in segments AB and BC. Answer: σAB = 80.55 MPa
PROBLEM 1: The homogeneous structure shown weighs 21.45 kN per square meter of cross-section. The structure is subject to horizontal uniformly distributed load P1 and triangularly distributed load P2 perpendicular to side AB. Given: H1 = 9 m; H2 = 6 m; H3 = 12 m X1 = 6 m; X2 = 5 m P1 = 220 kN/m; P2 = 280 kN/m Required Answer Equivalent force of uniform load P1 1980.00 Total weight of the structure, W 3603.60 Horizontal component of the resultant, Rx 300.00
A hollow cylindrical steel shaft is 1.5 m long and has inner and outer diameters equal to 40 mm and 60 mm. (a) What is the largest torque which may be applied to the shaft if the shearing stress is not to exceed 120 MPa? (b) What is the corresponding minimum value of the shearing stress in the shaft?
A 5-m simply-supported beam supports a uniformly distributed load equal to 40 kN/m applied throughout the beam. What is the maximum flexural stress if the beam has a rectangular cross-section with b = 300 mm and h = 600 mm? (in MPa) answer in 3 decimal places
A triangular plate with height 4 ft and a base of 6 ft is submerged vertically in water so that the top is 3 ft below the surface. Express the hydrostatic force against one side of the plate as an integral and evaluate it. (Recall that the weight density of water is 62.5 lb/ft3.)
Determine the capacity of a Soil Anchor that has the following characteristics. Shear Strength of soil=2,650 psf, Length=30 ft., Diameter=8”, FOS=1.5
A masonry dam (sp.gr. = 2.4) of trapezoidal cross-section is 20 m high. It has a thickness of 2 m at the top and 14 m at the bottomas shown in the figure.Coef. of friction under the foundation is 0.80 and assuming there is hydrostatic upliftthat varies linearly from one-half the hydrostatic head at the upstream edgeof the dam to zero at the downstream edge.Determine
The figure below shows a semi-conical buttress. Calculate the components of the total force acting on the surface of this semi-conical buttress. The answer is FH = 101.5 Kn and FV = 79.7 Kn (please show how this final answer is obtained).
Refer to Figure 10.43. A strip load of q = 1450 lb/ft2 is applied over a width with B = 48 ft. Determine the increase in vertical stress at point A located z = 21 ft below the surface. Given x = 28.8 ft. Figure 10.43