Mechanics of Engineering Structures |
Contents
EQUILIBRIUM ANALYSIS OF STRUCTURES | 1 |
1 Definitions 1 1 2 Equations of equilibrium 5 1 3 Stability | 45 |
STRESS RESULTANTS AND STRESS INTENSITIES | 65 |
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40 kips assumed axes axial force bar forces beam of Figure bending moment bending moment diagram Betti's law C₂ centroid coefficients collapse load column conjugate beam considered constant cross section curve damping displacement distribution elastic elastoplastic element equal to zero equilibrium Example F₁ fibers Find the bending Find the reactions fixed end moments forces acting free body diagram ft-kips ft-kips girder given beam hinge Hooke's law in.-kips indeterminate influence diagram joint kips/ft left support length M₁ M₂ mass matrix method method of moment midspan moment of inertia normal force normal stress plane positive Problem R₁ R₂ redundant right support rigid rotation shear force shear stress shown in Figure slope-deflection equations solution solve span statically determinate station strain energy strain energy stored stress resultants structure shown symmetry truss twisting vector vertical yield ΕΙ