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Fundamental Principles of Structural Mechanics
Continuous Beams and Frames with Straight Prismatic Mem
9 other sections not shown
actual algebraic analysis angle applied load arch assumed auxiliary force system axes axial load axial stress axis bending calculated carry-over factors change in length coefficients columns computed concentrated load conjugate beam continuous beam continuous frame continuous truss correction dead load determined distribution factors elastic curve end couples end moments end rotations equal to unity Example expressed in terms fixed-end moments flange foot units force F frame in Fig ft-kips funicular girders Hardy Cross hinged Hooke's law horizontal displacement inertia influence diagram joint kip per foot linear live load maximum ments MFab MFba MFbc moment-distribution method moments in Fig obtained panel Problem procedure reciprocal theorem redundant forces rotation 6a shearing stress shown in Fig simply supported slope-deflection equations solution span bc statically indeterminate strain energy structure substituted symmetrical tion uniform load vertical displacement Vierendeel truss Williot diagram