## The Theory of Equilibrium of Elastic Systems and Its Applications |

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### Contents

NOTATION 1ziii | lvi |

CHAPTER II | 29 |

GENERAL EQUATIONS OP THE ELASTIC EQUILIBRIUM OF | 36 |

Copyright | |

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algebraic angles assume beam becomes bending moments body calculation Castigliano centre line coefficients with regard compression compressive stress consider cos2 crown curve dead load deduce deflection deformation determine diagonal differential coefficients differential equations displacements distance due to shear elastic modulus element ends equating to zero equilibrium expression external forces extrados forces applied formula functions geometry girder give given half-arch horizontal inertia integral internal intrados lattice girders left-hand half length line of pressure linear lndex mathematician mathematics maximum stress Menabrea metre metre run molecules neutral axis nodes normal pressure Paperbound parallel parallelopiped perpendicular plane principal axes prism problems quantities right-hand shear strains shear stresses shearing force span stress per sq substituting superload surface symmetrical temperature tensile stress tension theory tie-bars tie-rods tion tricity truss Turin uniformly distributed unknowns values vertical zero the differential