Mechanics of MaterialsThis text provides a clear, comprehensive presentation of both the theory and applications of mechanics of materials. The text examines the physical behaviour of materials under load, then proceeds to model this behaviour to development theory. The contents of each chapter are organized into welldefined units that allow instructors great flexibility in course emphasis. writing style, cohesive organization, and exercises, examples, and free body diagrams to help prepare tomorrow's engineers. The book contains over 1,700 homework problems depicting realistic situations students are likely to encounter as engineers. These illustrated problems are designed to stimulate student interest and enable them to reduce problems from a physical description to a model or symbolic representation to which the theoretical principles may be applied. The problems balance FPS and SI units and are arranged in an increasing order of difficulty so students can evaluate their understanding of the material. 
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Page 653
Buckling. of. Columns. In this chapter we will discuss the behavior of columns
and indicate some of the methods used for their design. The chapter begins with
a general discussion of buckling, followed by a determination of the axial load ...
Buckling. of. Columns. In this chapter we will discuss the behavior of columns
and indicate some of the methods used for their design. The chapter begins with
a general discussion of buckling, followed by a determination of the axial load ...
Page 671
Use a factor of safety with respect to buckling of 2. Prob. 1335 1338 Determine if
the frame can support a load of w = 6 kN/m if the factor of safety with respect to
buckling of member AB is 3. Assume that AB is made of steel and is pinned at its
...
Use a factor of safety with respect to buckling of 2. Prob. 1335 1338 Determine if
the frame can support a load of w = 6 kN/m if the factor of safety with respect to
buckling of member AB is 3. Assume that AB is made of steel and is pinned at its
...
Page 848
654 design of: for concentric loading, 68891 for eccentric loading, 700701 steel,
689 supported, 66263 timber, 690 See also Buckling of columns Combined
loadings, 41340 state of stress caused by, 420 thinwalled pressure vessels, ...
654 design of: for concentric loading, 68891 for eccentric loading, 700701 steel,
689 supported, 66263 timber, 690 See also Buckling of columns Combined
loadings, 41340 state of stress caused by, 420 thinwalled pressure vessels, ...
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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 buckling caused centroid column compressive stress computed constant cross section crosssectional area deflection deformation Determine the maximum distributed load Draw the shear elastic curve element EXAMPLE factor of safety freebody diagram Hooke's law inertia internal loadings kip/ft length linearelastic loading shown located material maximum bending stress maximum inplane shear maximum shear stress modulus of elasticity Mohr's circle neutral axis normal strain plastic positive principal stresses radius reactions sectional area segment shaft shear center shear force shear strain shown in Fig SOLUTION Solve Prob statically indeterminate steel strain energy stress acting stress components stress developed stress distribution stressstrain diagram Tanow tensile tensile stress thickness tion torque torsional tube vertical yield zero