Pearson eText for Materials for Civil and Construction Engineers -- Instant Access (Pearson+)
4th Edition
ISBN: 9780137505586
Author: Michael Mamlouk, John Zaniewski
Publisher: PEARSON+
expand_more
expand_more
format_list_bulleted
Videos
Textbook Question
Chapter 1, Problem 1.5QP
A cylinder with a 6.0 in. diameter and 12.0 in. length is put under a compressive load of 150 kips. The modulus of elasticity for this specimen is 8.000 ksi and Poisson’s ratio is 0.35. Calculate the final length and the final diameter of this specimen under this load assuming that the material remains within the linear elastic region.
Expert Solution & Answer
Learn your wayIncludes step-by-step video
schedule05:41
Students have asked these similar questions
A cylindrical tensile specimen has an undeformed diameter of 8.6 mm. It is subjected to a tensile load of 100 kN. The elastic modulus (E) is 10 GPa. Poisson's ratio is 0.25. Calculate the change in the diameter (in mm).
A)Define poison's ratio
B)A tensile-test piece of diameter 10mm is subjected to an axial force of 15KN.If E for the material is 207KN/mm^2 and poison's ratio is 0.29, calculate the lateral strain and the change in diameter.
A cylinder with a 6.0 in. diameter and 12.0 in. length is put under a compressive load of 150 kips. The modulus of elasticity for this specimen is 8,000 ksi and Poisson’s ratio is 0.35. Calculate the final length and the final diameter of this specimen under this load assuming that the material remains within the linear elastic region.
Chapter 1 Solutions
Pearson eText for Materials for Civil and Construction Engineers -- Instant Access (Pearson+)
Ch. 1 - State three examples of a static load application...Ch. 1 - A material has the stressstrain behavior shown in...Ch. 1 - A tensile load of 50.000 lb is applied to a metal...Ch. 1 - A tensile load of 190 kN is applied to a round...Ch. 1 - A cylinder with a 6.0 in. diameter and 12.0 in....Ch. 1 - A metal rod with 0.5 inch diameter is subjected to...Ch. 1 - A rectangular block of aluminum 30 mm 60 mm 90...Ch. 1 - A plastic cube with a 4 in. 4 in. 4 in. is...Ch. 1 - A material has a stressstrain relationship that...Ch. 1 - On a graph, show the stressstrain relationship...
Ch. 1 - The rectangular block shown in Figure P1.11 is...Ch. 1 - The rectangular metal block shown in Figure P1.11...Ch. 1 - A cylindrical rod with a length of 380 mm and a...Ch. 1 - A cylindrical rod with a radius of 0.3 in. and a...Ch. 1 - A cylindrical rod with a diameter of 15.24 mm and...Ch. 1 - The stressstrain relationship shown in Figure...Ch. 1 - A tension test performed on a metal specimen to...Ch. 1 - An alloy has a yield strength of 41 ksi, a tensile...Ch. 1 - Prob. 1.21QPCh. 1 - Figure P1.22 shows (i) elasticperfectly plastic...Ch. 1 - An elastoplastic material with strain hardening...Ch. 1 - A brace alloy rod having a cross sectional area of...Ch. 1 - A brass alloy rod having a cross sectional area of...Ch. 1 - A copper rod with a diameter of 19 mm, modulus of...Ch. 1 - A copper rod with a diameter of 0.5 in., modulus...Ch. 1 - Define the following material behavior and provide...Ch. 1 - An asphalt concrete cylindrical specimen with a...Ch. 1 - What are the differences between modulus of...Ch. 1 - Prob. 1.33QPCh. 1 - A metal rod having a diameter of 10 mm is...Ch. 1 - What is the factor of safety? On what basis is its...Ch. 1 - Prob. 1.36QPCh. 1 - Prob. 1.37QPCh. 1 - A steel rod, which is free to move, has a length...Ch. 1 - In Problem 1.38, if the rod is snugly fitted...Ch. 1 - A 4-m-long steel plate with a rectangular cross...Ch. 1 - Estimate the tensile strength required to prevent...Ch. 1 - Prob. 1.42QPCh. 1 - Briefly discuss the variability of construction...Ch. 1 - In order to evaluate the properties of a material,...Ch. 1 - A contractor claims that the mean compressive...Ch. 1 - A contractor claims that the mean compressive...Ch. 1 - Prob. 1.47QPCh. 1 - Prob. 1.48QPCh. 1 - Prob. 1.49QPCh. 1 - Briefly discuss the concept behind each of the...Ch. 1 - Referring to the dial gauge shown in Figure P1.51,...Ch. 1 - Repeat Problem 1.51 using the dial gauge shown in...Ch. 1 - Measurements should be reported to the nearest...Ch. 1 - During calibration of an LVDT, the data shown in...Ch. 1 - During calibration of an LVDT, the data shown in...
Additional Engineering Textbook Solutions
Find more solutions based on key concepts
List three sources of epistemic uncertainty associated with determining the soil strength at a given site and d...
Foundation Design: Principles and Practices (3rd Edition)
10.5" Balance the angles in Problem 9.22 El. Compute the preliminary azimuths for each
course.
Elementary Surveying (14th Edition)
(a) The influence lines for the moment at C.
Structural Analysis (10th Edition)
10.5" Balance the angles in Problem 9.22 El. Compute the preliminary azimuths for each
course.
Elementary Surveying: An Introduction To Geomatics (15th Edition)
Resolve the component force F1 into its x and y components, F1x and F1y . Resolve the component force F2 into i...
Engineering Mechanics: Statics & Dynamics (14th Edition)
Determine the moment of inertia of the beams cross-sectional area about the y axis.
Engineering Mechanics: Statics
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
- The data in Table 1.5.3 were obtained from a tensile test of a metal specimen with a rectangular cross section of 0.2011in.2 in area and a gage length (the length over which the elongation is measured) of 2.000 inches. The specimen was not loaded to failure. a. Generate a table of stress and strain values. b. Plot these values and draw a best-fit line to obtain a stress-strain curve. c. Determine the modulus of elasticity from the slope of the linear portion of the curve. d. Estimate the value of the proportional limit. e. Use the 0.2 offset method to determine the yield stress.arrow_forwardA cylinder with a 6.0 in. diameter and 12.0 in. long is put under a compressive load of 150,000 lbs. The modulus of elasticity for this specimen is 8,000,000 psi. and Poisson’s ratio is 0.35. Calculate the final length and the final diameter of this specimen under this load assuming that the material remains within the linear elastic region.arrow_forwardO (MPa) 80 60 40 20 0.002 0.004 0.006 0.008 0.01 0.012 Figure 3 i) Determine the value of yield strength. ii) Determine the value of ultimate strength. iii) Determine the value of modulus of elasticity iv) If the specimen is loaded to a stress of 65 MPa and then unloaded, determine the residual plastic strain. v) If the diameter of the unloaded specimen is 1 cm and the Poisson's ratio pf the material is v = 0.3, what is the specimen diameter just prior of yield of the tensile specimen? CS Scanned with CamScannerarrow_forward
- A metal rod with 0.5 in. diameter and 12.0 in. length is put under a compressive load of 150 kips. The modulus of elasticity for this specimen is 8,000 ksi and Poisson’s ratio is 0.35. Calculate the final length and the final diameter of this specimen under this load assuming that the material remains within the linear elastic regionarrow_forwardven the stress-strain data from a tension test, how do you find the following : a) The modulus of elasticity. b) The yield stress. c) The strength coefficient. d) The modulus of toughness.arrow_forwardA cylinder with a 150 mm diameter and 300mm length is put under a compressive load of 665 kips. The modulus of elasticity for this specimen is 55 GPa and Poisson’s ratio is 0.35. Calculate the final length and the final diameter of this specimen under this load assuming that the material remains within the linear elastic region.arrow_forward
- A1 Copy the sketch of the tensile stress-strain test (Figure A1) results for a waisted metallic specimen and indicate the locations representing maximum stress (A), ultimate strain to failure (B), and 0.2% proof (yield) stress (C), and calculate the Young's modulus of the material. Figure A1 300 250 200 150 100 50 0 Stress (MPa) 0.2 0.4 0.6 8.0 Strain (%) 10.0arrow_forwardAn applied torque results in a shear strain (y) of 3.75 x 103 in a solid circular steel shaft. At this strain, a portion of the shaft cross- section yields as shown in Figure 2. Determine the magnitude of the applied torque. Take G = 80 GPa and yy = 2.8125 x %3D 10-3 FIGURE 2: Plastic zone 50 mm 200 mm Elastic corearrow_forwardA cylinder with a 150 mm diameter and 300 mm length is put under a compressive load of 665 kN. The modulus of elasticity for this specimen is 55 GPa and Poisson’s ratio is 0.35. Calculate the final length and the final diameter of this specimen under this load assuming that the material remains within the linear elastic region.arrow_forward
- In a standard tensile test, an aluminum rod of 20-mm diameter is subjected to a tension force of P = 30 kN. Knowing that E = 70 GPa, and the change in diameter of the rod= 0.00955 mm, determine the poissons' ratio v. -20-mm diameter gage length=150 mmarrow_forwardA stainless-steel rod 16mm in diameter and 300mm long is put under a tensile load of 250 kN. Assuming that the modulus of elasticity for this specimen is 250,000 MPa and the final diameter is 15.96 mm. Calculate the final length, in mm, and the Poisson’s ratio of this specimen under this load assuming that the material remains within the linear elastic region.arrow_forward5. A tensile test was done on a magnesium sample of original diameter and original length of 12mm 30mm respectively. The final length and diameter were 32.61mm and 11.74mm respectively. Plot the stress versus strain graph and determine: a. 0.2% proof stress b. Tensile strength c. % elongation d. % reduction e. Stress at fracture f. Modulus of Elasticity. 66 Force (N) Ext. 0.0112 0.0157 0.0199 0.0240 1.72 (mm) 177 327 462 797 1350 1720 2220 2690 2690 5.55 8.15 13.07 22.77 25.25arrow_forward
arrow_back_ios
SEE MORE QUESTIONS
arrow_forward_ios
Recommended textbooks for you
Materials Science And Engineering PropertiesCivil EngineeringISBN:9781111988609Author:Charles GilmorePublisher:Cengage Learning
Steel Design (Activate Learning with these NEW ti...Civil EngineeringISBN:9781337094740Author:Segui, William T.Publisher:Cengage Learning
Materials Science And Engineering Properties
Civil Engineering
ISBN:9781111988609
Author:Charles Gilmore
Publisher:Cengage Learning
Steel Design (Activate Learning with these NEW ti...
Civil Engineering
ISBN:9781337094740
Author:Segui, William T.
Publisher:Cengage Learning
Material Properties 101; Author: Real Engineering;https://www.youtube.com/watch?v=BHZALtqAjeM;License: Standard YouTube License, CC-BY