Mechanics of Engineering Structures |
Contents
1 Definitions 1 1 2 Equations of equilibrium 5 1 3 Stability | 45 |
STRESS RESULTANTS AND STRESS INTENSITIES | 65 |
plastic membersaxial force 80 2 5 Normal stresses in elastoplastic beams | 98 |
Copyright | |
17 other sections not shown
Other editions - View all
Common terms and phrases
40 kips assumed axes axial force bar forces beam of Figure bending moment bending moment diagram Betti's law 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 span statically determinate station strain energy strain energy stored stress resultants structure shown symmetry truss twisting vector vertical yield ΕΙ ΕΙΟ