Essentials Of Materials Science And Engineering, Si Edition
Essentials Of Materials Science And Engineering, Si Edition
4th Edition
ISBN: 9781337629157
Author: Donald R. Askeland, Wendelin J. Wright
Publisher: Cengage Learning
Question
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Chapter 3, Problem 3.32P
Interpretation Introduction

(a)

Interpretation:

The number of atoms of each type in the CuAu Unit cell is to be determined.

Concept Introduction:

CuAu crystal structure is a simple cubic lattice with coordinates of

  Cu ( 0,0,0) and (  ½,½,0) and,Au ( ½,0,½) and ( 0,½,½)

Interpretation Introduction

(b)

Interpretation:

A symbolic representation of the CuAu Unit cell needs to be drawn with proper indication.

Concept Introduction:

CuAu crystal structure is a simple cubic lattice with coordinates of

  Cu ( 0,0,0) and (  ½,½,0) and,Au ( ½,0,½) and ( 0,½,½)

Here, 0 represents origin.

Interpretation Introduction

(c)

Interpretation:

An alternative lattice representation of CuAu needs to be determined, if one atom is Au(0,0,0).

Concept Introduction:

CuAu crystal structure is a simple cubic lattice with coordinates of

  Cu ( 0,0,0) and (  ½,½,0) and,Au ( ½,0,½) and ( 0,½,½)

If coordinates of atoms changes, the position of atoms in the unit cells changes.

Interpretation Introduction

(d)

Interpretation:

The crystal structure of Cu3Au is to be explained.

Concept Introduction:

Cu3Au is similar to FCC Unit cell. A Gold element is at corner and the copper element is at face centered. CuAu has cubic structure with coordinates of Cu and Au as follows:

  Cu ( 0,0,0) and (  ½,½,0) and,Au ( ½,0,½) and ( 0,½,½)

Interpretation Introduction

(e)

Interpretation:

The reason for FCC structure of Cu3Au not having FCC lattice is to be explained.

Concept Introduction:

Cu3Au is similar to FCC Unit cell. A Gold element is at corner and the copper element is at face centered. CuAu has cubic structure with coordinates of Cu and Au as follows:

  Cu ( 0,0,0) and (  ½,½,0) and,Au ( ½,0,½) and ( 0,½,½)

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Lab Assignment #2 Loads: UDL and Concentrated Name: TA 1. Use the provided beam models to solve for the equivalent concentrated load of each beam configuration. Draw the loading conditions showing the equivalent concentrated load(s). a) w = 30lbs/ft 6ft 6ft c) w = 50lbs/ft 12ft w = 70lbs/ft b) 4ft w = 20lbs/ft w = 40lbs/ft d) 9ft 2. Find the equivalent concentrated load(s) for the bags of cement stacked on the dock as shown here. Each bag weighs 100 lbs and is 12 inches long. Draw the loading conditions for each showing the equivalent concentrated load(s). 1 bag = 100lbs L= 12 ft L= 6ft L= 8ft

Chapter 3 Solutions

Essentials Of Materials Science And Engineering, Si Edition

Ch. 3 - Prob. 3.11PCh. 3 - Prob. 3.12PCh. 3 - Prob. 3.13PCh. 3 - Prob. 3.14PCh. 3 - Prob. 3.15PCh. 3 - Prob. 3.16PCh. 3 - Prob. 3.17PCh. 3 - Prob. 3.18PCh. 3 - Prob. 3.19PCh. 3 - Prob. 3.20PCh. 3 - Prob. 3.21PCh. 3 - Prob. 3.22PCh. 3 - Prob. 3.23PCh. 3 - Prob. 3.24PCh. 3 - Prob. 3.25PCh. 3 - Prob. 3.26PCh. 3 - Prob. 3.27PCh. 3 - Prob. 3.28PCh. 3 - Prob. 3.29PCh. 3 - Prob. 3.30PCh. 3 - Prob. 3.31PCh. 3 - Prob. 3.32PCh. 3 - Prob. 3.33PCh. 3 - Prob. 3.34PCh. 3 - Prob. 3.35PCh. 3 - Prob. 3.36PCh. 3 - Prob. 3.37PCh. 3 - Prob. 3.38PCh. 3 - Prob. 3.39PCh. 3 - Prob. 3.40PCh. 3 - Prob. 3.41PCh. 3 - Prob. 3.42PCh. 3 - Prob. 3.43PCh. 3 - Prob. 3.44PCh. 3 - Prob. 3.45PCh. 3 - Prob. 3.46PCh. 3 - Prob. 3.47PCh. 3 - Prob. 3.48PCh. 3 - Prob. 3.49PCh. 3 - Prob. 3.50PCh. 3 - Prob. 3.51PCh. 3 - Prob. 3.52PCh. 3 - Prob. 3.53PCh. 3 - Prob. 3.54PCh. 3 - Prob. 3.55PCh. 3 - Prob. 3.56PCh. 3 - Prob. 3.57PCh. 3 - Prob. 3.58PCh. 3 - Prob. 3.59PCh. 3 - Prob. 3.60PCh. 3 - Prob. 3.61PCh. 3 - Prob. 3.62PCh. 3 - Prob. 3.63PCh. 3 - Prob. 3.64PCh. 3 - Prob. 3.65PCh. 3 - Prob. 3.66PCh. 3 - Prob. 3.67PCh. 3 - Prob. 3.68PCh. 3 - Prob. 3.69PCh. 3 - Prob. 3.70PCh. 3 - Prob. 3.71PCh. 3 - Prob. 3.72PCh. 3 - Prob. 3.73PCh. 3 - Prob. 3.74PCh. 3 - Prob. 3.75PCh. 3 - Prob. 3.76PCh. 3 - Prob. 3.77PCh. 3 - Prob. 3.78PCh. 3 - Prob. 3.79PCh. 3 - Prob. 3.80PCh. 3 - Prob. 3.81PCh. 3 - Prob. 3.82PCh. 3 - Prob. 3.83PCh. 3 - Prob. 3.84PCh. 3 - Prob. 3.85PCh. 3 - Prob. 3.86PCh. 3 - Prob. 3.87PCh. 3 - Prob. 3.88PCh. 3 - Prob. 3.89PCh. 3 - Prob. 3.90PCh. 3 - Prob. 3.91PCh. 3 - Prob. 3.92PCh. 3 - Prob. 3.93PCh. 3 - Prob. 3.94PCh. 3 - Prob. 3.95PCh. 3 - Prob. 3.96PCh. 3 - Prob. 3.97PCh. 3 - Prob. 3.98PCh. 3 - Prob. 3.99PCh. 3 - Prob. 3.100PCh. 3 - Prob. 3.101DPCh. 3 - Prob. 3.102DPCh. 3 - Prob. 3.103CPCh. 3 - Prob. 3.104CP
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