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Classification and Description of Statically Indeterminate Structures
Fundamental Principles of External Work and Elastic Strain Energy
Geometric Methods for Determining Elastic Displacements
10 other sections not shown
algebraic analysis angle changes arch assumed auxiliary force system axial stress axis bending cable calculated carry-over factors change in length coefficients columns conjugate beam constant construction continuous beam continuous truss corrections cross section dead load deformation determined displacement of point distribution factors elastic curve end couples end moments end rotations Example expressed in terms fixed-end couples fixed-end moments foot units frame in Fig ft-kips funicular girders gives hinged horizontal component horizontal displacement influence diagram joint kips per foot linear live load maximum MFab MFba MFbc MjEI diagram moment-distribution method moments in Fig normal force obtained panel Problem procedure redundant forces shear center shearing force shearing stress shown in Fig simply supported slope deflection equations solution span statically indeterminate strain energy structure summation Suspension Bridges tangent uniform load vertical displacement vertical load Vierendeel truss Williot diagram