Materials for Civil and Construction Engineers (4th Edition)
4th Edition
ISBN: 9780134320533
Author: Michael S. Mamlouk, John P. Zaniewski
Publisher: PEARSON
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Chapter 2, Problem 2.7QP
To determine
What are the three categories of materials based on the predominant types of bond and what are the predominant types of bond in each category.
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Materials are generally classified into three categories based on the predominant types of bond. What are these three categories and what are the predominant types of bond in each category? For each category, provide two examples of common materials used by civil engineers.
1. What do you consider when selecting materials for a
construction project?
2. Can you draw, define and discuss BCC and FCC unit
cells in terms of bonding?
3. Can you explain the strength of bonding in the
development of the grain?
4. Explain ionic, covalent and metallic bonds. Give
examples.
5. Terms you should know: brittle, plastic, elastic, stress,
strain, ductile, yield point,
rupture, density, Young's Modulus, Poisson's Ratio, APF.
6. Describe how steel is made.
7. What are the ingredients for making pig iron?
8. Explain the role of carbon in the production of steel.
9. Why do we "heat treat" steel?
10. Structural Steel – shapes, grades, applications, cold-
formed, reinforced, corrosion and
sustainability.
Define elastic and plastic behaviors at the micro and macro levels.
Chapter 2 Solutions
Materials for Civil and Construction Engineers (4th Edition)
Ch. 2 - Define elastic and plastic behaviors at the micro...Ch. 2 - Prob. 2.2QPCh. 2 - Prob. 2.3QPCh. 2 - Describe the order in which electrons fill the...Ch. 2 - Prob. 2.5QPCh. 2 - Why do atoms maintain specific separations?Ch. 2 - Prob. 2.7QPCh. 2 - Prob. 2.8QPCh. 2 - Prob. 2.9QPCh. 2 - Two hypothetical metals are created with different...
Ch. 2 - Prob. 2.11QPCh. 2 - Prob. 2.12QPCh. 2 - Prob. 2.13QPCh. 2 - Prob. 2.14QPCh. 2 - Prob. 2.15QPCh. 2 - Prob. 2.16QPCh. 2 - Prob. 2.17QPCh. 2 - Determine the density of a hypothetical BCC metal...Ch. 2 - Determine the density of a hypothetical FCC metal...Ch. 2 - Prob. 2.20QPCh. 2 - Prob. 2.21QPCh. 2 - Prob. 2.22QPCh. 2 - Prob. 2.23QPCh. 2 - Prob. 2.24QPCh. 2 - Prob. 2.25QPCh. 2 - Prob. 2.26QPCh. 2 - Prob. 2.27QPCh. 2 - Prob. 2.28QPCh. 2 - Prob. 2.29QPCh. 2 - Prob. 2.30QPCh. 2 - Prob. 2.31QPCh. 2 - Prob. 2.32QPCh. 2 - Prob. 2.33QPCh. 2 - Prob. 2.34QPCh. 2 - Prob. 2.35QPCh. 2 - Prob. 2.36QP
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- Identify some materials that have a crystalline structure.arrow_forwardRegarding ionic bonds, covalent bonds and metallic bonds, describe the formation of each type and list two examples of common materials used by engineers.arrow_forward8.58 Why are isotactic or syndiotactic polymers often more attractive for materials development?arrow_forward
- Are the stress-strain curves shown true stress-strain or engineering stress-strain curves?arrow_forwardWhich of the following terms indicate "the ability of the material to not to undergo change in shape when loads are applied" a. Weldability b. Formability c. Conductivity d. Rigidityarrow_forwardExplain in detail the effect of Temperature on the Elastic Modulus and Yield Strength ofEngineering materials.arrow_forward
- Consider the 1040 carbon steel listed in the textbook's Table 6.1: A 20mm-diameter bar of this alloy is used as a structural member in an engineering design. The unstressed length of the bar is precisely 1m. The structural load on the bar is 1.2×10^5N in tension. What will be the length of the bar under this structural load (in meters)? Values from table: E [GPa (psi)] = 200(29*10^6) Y.S [MPa (ksi)] = 600(87) T.S [MPa (ksi)] = 750(109) Percent Elongation at failure = 17arrow_forwardWhat are the four types of organic solids used in engineering applications? Define each one and give examples.arrow_forwardPlease annotate the attached image to highlight the different phases of a polymer stress/strain graph. From the attached graph, calculate the following: 1-modulus of elasticity 2-tensile strength 3-the ductility in % of elongation 4- yield strength at a strain offset of 0.002arrow_forward
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