Energy Principle in Applied Statics |
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a₁ a₂ action of F analysis applied assumed b₁ b₂ b₂ sin cantilever Castigliano's Castigliano's method changes in length Chapter compatibility complementary energy complementary-energy method components of deflection conditions of equilibrium conservation of energy conservative systems considered cosē derived due to unit e₁ energy methods equation of virtual equations of equilibrium example F₁ flexibility coefficients follows Fy and F geometrical Hooke's law law of conservation line of action linear systems load Fy load-deflection characteristics obtained pin-jointed position of equilibrium potential energy potential-energy method principle of virtual reciprocal theorem redundant member redundant system respectively self-straining shown in fig simultaneous equations sinē small displacement spring statically statically-determinate system stiffness coefficients strain energy strain-energy method structure system of forces system shown T₁ and T₂ tions vertical vertical deflection α₁ α₂ дег дс