Engineering Mechanics of SolidsPopov (civil engineering, U. Cal., Berkeley) has written this textbook for undergraduate students. Traditional topics are supplemented by an exposure to several newly-emerging disciplines, such as the probabilistic basis for structural analysis, and matrix methods. Annotation copyright Book News, In |
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Egor Paul Popov. major principal stress circle has a radius equal to the shear stress ... stresses at points K , L , M , L ' , and K ' caused by the application of a ... acting in the directions shown in Fig . 9-5 ( c ) . No shear stresses act ...
Egor Paul Popov. major principal stress circle has a radius equal to the shear stress ... stresses at points K , L , M , L ' , and K ' caused by the application of a ... acting in the directions shown in Fig . 9-5 ( c ) . No shear stresses act ...
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... stresses on any two mutually perpendicular planes is invariant , i.e. , σx + ... acting on the right - hand face of the element in the positive direction of ... stresses acting on plane a - a . This requires some justification . For this ...
... stresses on any two mutually perpendicular planes is invariant , i.e. , σx + ... acting on the right - hand face of the element in the positive direction of ... stresses acting on plane a - a . This requires some justification . For this ...
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... stresses acting on an inclined plane can be derived in algebraic form . Such expressions are called stress - transformation equa- tions . These equations are based on the initially given stresses acting on an element of known ...
... stresses acting on an inclined plane can be derived in algebraic form . Such expressions are called stress - transformation equa- tions . These equations are based on the initially given stresses acting on an element of known ...
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Common terms and phrases
A₁ allowable stress aluminum analysis angle applied force applied load assumed axes axial force axially loaded bar beam bending moment bending stress bolts buckling C₁ caused centroid 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 figure flange flexure formula given by Eq Hence Hooke's law horizontal in² indeterminate problems inertia infinitesimal internal kips length linearly elastic material maximum shear stress mm² modulus Mohr's circle moment of inertia neutral axis normal stress obtained P₁ plane plastic principal stresses problem procedure reactions rectangular rotation segment shaft shear center shear stress shown in Fig solution statically indeterminate steel strain energy stress distribution stress-strain stresses acting tensile tensile stress Tmax torque torsion tube vertical yield zero