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Fundamental Principles of Structural Mechanics
Continuous Beams and Frames with Straight Prismatic Mem
11 other sections not shown
actual algebraic analysis angle applied load arch assumed auxiliary force system 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 equal to zero Example expressed in terms fixed-end moments flange foot units force F frame in Fig ft-kips funicular girders hinged Hooke's law horizontal displacement inertia influence diagram joint kip per foot linear live load maximum ments MFab MFba MFbc MFcd moment-distribution method moments in Fig obtained panel Problem procedure reciprocal theorem redundant forces shear center shearing stress shown in Fig simply supported slope-deflection equations solution solved span statically indeterminate strain energy structure substituted symmetrical tion uniform load vertical displacement Vierendeel truss Williot diagram