Graphical Determination of Forces in Engineering Structures |
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Common terms and phrases
antipole arch axes bars bending bending moment centre of gravity conic conic section construction continuous beam corresponding cross section curve diagonal direction draw elastic line ellipse envelope equal equation equilibriated equilibrium extrados extreme rays figure force and cord force diagram frame diagram girder given gives horizontal hyperbola inertia infinity intercept intersection joint lamina line of action line of pressures line of resistance line of weights M₁ maximum measured moment of inertia moments negative neutral axis node obtain ordinate P₁ P₂ parabola parallel plane of rupture point of action points of support pole distance positive prism products of inertia projection quadrilateral reaction reciprocal resultant second cord polygon shearing force shearing stress sides similar triangles span symmetrical tangents tension theorem tractories trapezium travelling load vertical whence wherefore βι
Popular passages
Page 405 - AM)— EXPERIMENTAL MECHANICS. A Course of Lectures delivered at the Royal College of Science for Ireland. By RS BALL, AM, Professor of Applied Mathematics and Mechanics in the Royal College of Science for Ireland.
Page xviii - Ces procédés ont de plus le précieux avantage de porter toujours en eux-mêmes le principe de leur vérification, de telle sorte que s'ils peuvent, comme toutes les méthodes graphiques, laisser un doute sur une fraction décimale, chose très-indifférente en ce genre d'applications, ils sont en revanche exempts de ces chances d'erreurs grossières que comportent les longues opérations arithmétiques et les formules algébriques, où rien ne parle aux yeux.
Page 180 - B, from B to C, from C to D, from D to E, and from E to A ; and measure the distances AB, BC, CD, DE, and EA.
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Page 387 - , C and C'. From the projection-vertex Q, the ranges ATPR and ACA'B' are perspective. But A TPR and ABA