## Mechanics of MaterialsFor undergraduate Mechanics of Materials courses in Mechanical, Civil, and Aerospace Engineering departments. Hibbeler continues to be the most student friendly text on the market. The new edition offers a new four-color, photorealistic art program to help students better visualize difficult concepts. Hibbeler continues to have over 1/3 more examples than its competitors, Procedures for Analysis problem solving sections, and a simple, concise writing style. Each chapter is organized into well-defined units that offer instructors great flexibility in course emphasis. Hibbeler combines a fluid writing style, cohesive organization, outstanding illustrations, and dynamic use of exercises, examples, and free body diagrams to help prepare tomorrow's engineers. |

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Page 69

CHAPTER OBJECTIVES In engineering the

using the concept of normal and shear strain. In this chapter we will define these

quantities and show how 2.1

...

CHAPTER OBJECTIVES In engineering the

**deformation**of a body is specifiedusing the concept of normal and shear strain. In this chapter we will define these

quantities and show how 2.1

**Deformation**Whenever a force is applied to a body,...

Page 124

Using Hooke's law and the definitions of stress and strain, we will now develop

an equation that can be used to determine the elastic

subjected to axial loads. To generalize the development, consider the bar shown

in ...

Using Hooke's law and the definitions of stress and strain, we will now develop

an equation that can be used to determine the elastic

**deformation**of a membersubjected to axial loads. To generalize the development, consider the bar shown

in ...

Page 186

Before

remain straight After defomiation (b) Fig. s-1 Notice the

rectangular element when this rubber bar is subjected to a torque. If the shaft is

fixed at one ...

Before

**deformation**/ (=1) Circles remain circular T Longitudinal Radial linesremain straight After defomiation (b) Fig. s-1 Notice the

**deformation**of therectangular element when this rubber bar is subjected to a torque. If the shaft is

fixed at one ...

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allowable shear stress aluminum angle of twist Applying Eq assumed average normal stress average shear stress axes axial force axial load beam’s bolt buckling caused centroid column compressive stress computed constant cross section cross-sectional area deﬂection deformation Determine the maximum distributed load Draw the shear elastic curve factor of safety ﬁxed ﬂange free-body diagram horizontal inertia intemal length linear-elastic loading shown material maximum bending stress maximum in-plane shear maximum shear stress modulus of elasticity moment of inertia neutral axis normal strain orientation plastic positive principal stresses radius reactions segment shaft shear center shear force shear strain shown in Fig sign convention slope Solution Solve Prob statically indeterminate steel strain energy stress acting stress components stress developed stress distribution stress-strain diagram tensile tensile stress theorem thickness torque torsion tube vertical yield zero