Statically Indeterminate Structural Analysis |
Contents
PART I | 1 |
CHAPTER PAGE 1 EQUILIBRIUM | 5 |
MOMENT DIAGRAMS | 14 |
Copyright | |
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A₁ AMD/EI analysis angle changes applied arches area equations axes Beam and Loads cantilever beam carry-over factor centroid column computed Concentrated Load conjugate beam cut-back structure deflection at point deflection due determined distribution factors elastic curve example false reactions fixed-end moments free body Haunch inertia influence lines integral joint k/ft kip-ft kips L²/EI M/EI diagram MAB MBA MAB maximum deflection MBA MAB MBA method minus modulus of elasticity moment distribution moment of inertia moments due obtained parabola prismatic radian redundant reactions rigid frames rotation segment shear shearing stress shown in Fig sidesway sign convention simple beam simultaneous equations slope solution solved static equilibrium statically indeterminate stress Summation Table total moments truss uniform load unknown variable vertical vertical deflection virtual couple virtual forces virtual load virtual moment diagram zero ΕΙ МАВ МВА