Statically Indeterminate Structures |
Contents
CHAPTER PAGE | 1 |
FUNDAMENTAL PRINCIPLES OF STRUCTURAL MECHANICS | 9 |
CONTINUOUS BEAMS AND FRAMES WITH STRAIGHT PRISMATIC MEM | 48 |
Copyright | |
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analysis applied load arch assumed auxiliary force system axial load axial stress axis bending C₁ cable calculated carry-over factors change in length coefficients columns computed concentrated load conjugate beam constant continuous beam continuous truss correction cross section dead load deformation determined distribution factors elastic curve end moments end rotations equal to unity equations equilibrium Example fixed point fixed-end moments ft-kips funicular girders Hinge horizontal displacement influence diagram joint kips per foot live load load on span max.d maximum MF ba MFab MFba min.d moment of inertia moments in Fig numerical obtained P₁ panel problem procedure reactions reciprocal theorem redundant forces shearing force shearing stress shown in Fig simply supported solution span bc Statically Indeterminate strain energy structure suspension bridge tangent tion uniform load values vertical displacement Vierendeel truss Williot diagram ΕΙ ΕΙΟ θα ΣΟΚ ва