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Analysis of Statically Determinate Beams
Moving Loads and Influence Lines
16 other sections not shown
analyzed applied forces applied loads axial force axis beam member behavior bending moments bridge cable chap chord coefficient column complementary virtual components concentrated load constructed dead load deflection at point deformations direction Discussion displacements and member distribution equations of equilibrium equations of static Example factor Figure force system free-body diagram girder gives horizontal illustrated indeterminate structures influence lines joint kips kips/in2 kN/m linear elastic live load maximum member bc member coordinates member forces moment-area nodal displacements node obtained positive primary structure Prob Problem Q force reaction forces redundant resisting respectively rigid frame rotation shear shown in Fig sign convention simply supported slope slope-deflection space truss span static equilibrium statically determinate stiffness matrix stiffness method strain energy stresses Structural Analysis structural coordinates structural engineer theorem truss in Fig truss member typical unit load unknown vertical vertical deflection virtual displacement zero