Engineering mechanics of solids
This book presents a comprehensive, cross-referenced examination of engineering mechanics of solids. Traditional topics are supplemented by several newly-emerging disciplines, such as the probabilistic basis for structural analysis, and matrix methods. Although retaining its character as a complete traditional book on mechanics of solids with advanced overtones from the first edition, the second edition of Engineering Mechanics of Solids has been significantly revised. The book reflects an emphasis on the SI system of units and presents a simpler approach for calculations of axial stress that provides a more obvious, intuitive approach. It also now includes a greater number of chapters as well as an expanded chapter on Mechanical Properties of Materials and introduces a number of avant-garde topics. Among these topics are an advanced analytic expression for cyclic loading and a novel failure surface for brittle material. An essential reference book for civil, mechanical, and aeronautical engineers.
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allowable stress aluminum analysis angle applied force applied load assumed axes axial force axially loaded bar beam behavior bending stress bolts boundary conditions buckling calculations cantilever caused centroid circular column compression concentrated force considered constant cross section cross-sectional area cylinder deflection deformations Determine diameter direction elastic curve elastic modulus element equal equations equilibrium Example factor of safety figure flange flexure formula given by Eq Hence Hooke's law horizontal indeterminate problems inertia infinitesimal internal length linearly elastic material maximum shear stress mechanics modulus Mohr's circle moments neutral axis normal stress obtained plane plastic plot principal stresses problem procedure radius reactions rectangular rotation segment shaft shear center shear stress shown in Fig solution statically indeterminate steel strain energy stress concentrations stress distribution stresses acting tensile tensile stress tension tion torque torsional tube vertical virtual displacement yield zero