## Strength and Elasticity of Structural Members (Google eBook) |

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Beam supported bending moment diagram butt joint cantilever centre of area compressive stress cover plates cross section cubic foot curve dead load diagonal distance draw elastic limit equation equilibrium external forces factor of safety feet long feet span Find the maximum flange foot run foot-tons funicular girder hinged horizontal component inertia intensity of shearing intensity of stress left support length live load maximum bending maximum deflection maximum intensity maximum stress modulus neutral axis number of rivets ordinate parabola parallel pier plane polygon portion principal stress radius reactions represent resistance resultant right angles shaft shearing force shearing stress side square foot square inch strain strength stress diagram stresses due surface Taking moments tensile stress tension thickness tons per foot tons per sq tons per square total stress triangle twisting uniform load uniformly weight wind pressure wrought iron

### Popular passages

Page 139 - ... the moment of inertia of the area with respect to a parallel centroidal axis plus the product of the area and the square of the distance between the two axes.

Page 315 - Edited by GC TURNER, Goldsmith Institute. Crown 8vo., cloth. 4s. 6d. THE PRINCIPLES OF MECHANISM. By HA GARRATT, AMICE, Head of the Engineering Department of the Northern Polytechnic Institute, Holloway. Crown 8vo., cloth, 33.

Page 87 - moment of a force" is necessary. Since the tendency to bending, to which a given beam is subject at any point, depends upon the moments of the stresses about that point, it is obvious that the relative strengths of beams may be measured in terms of moments. The bending moment at any given section is the algebraic sum of all the external forces acting on one side of the section. Since it is at the point where the greatest bending moment occurs that the beam is subjected to the greatest stress, it...

Page 315 - Demy 8vo, 2S. 6d. net. THE CALCULUS FOR ENGINEERS. By JOHN PERRY, ME, D.Sc., FRS THIRTEENTH IMPRESSION, viii + 382 pages. Crown 8vo, 8s. 6d. CALCULUS FOR SCHOOLS. By RC FAWDRY, MA, Head of the Military and Engineering Side at Clifton College ; and CV DURELL, Senior Mathematical Master at Winchester College.

Page 311 - Calculus for Engineers. BY JOHN PERRY, ME, D.SC, FRS, Professor of Mechanics and Mathematics in the Royal College of Science, London ; Vice-President of the Physical Society; Vice-President of the Institution of Electrical Engineers.

Page 313 - Hospital ; AP BEDDARD, MA, MD, Demonstrator of Physiology, Guy's Hospital; JS EDKINS, MA, MB, Lecturer in Physiology and Demonstrator of Physiology, St. Bartholomew's Hospital; LEONARD HILL, MB, FRS, Lecturer on Physiology, London Hospital Medical School; and JJR MACLEOD, MB Copiously Illustrated. New and Revised Edition.

Page 314 - With 173 Illustrations. Demy 8vo., IDs. 6d. net. THE STRENGTH AND ELASTICITY OF STRUCTURAL MEMBERS. By RJ WOODS, Master of Engineering, Royal University of Ireland, Fellow of the Royal Indian Engineering College, and Assistant Professor of Engineering Cooper's Hill College. Demy 8vo.

Page 87 - The bending moment at a transverse section of a beam is the algebraic sum of the moments about the section of all the forces acting on one (either) side of the section concerned.

Page 240 - ... plus -fa of an inch for each joint between the plates to allow for uneven surfaces which prevent closer contact. This grip must be increased in the ratio of the area of the hole to area of the rivet material, the hole usually being ^ of an inch larger in diameter than the rivet.

Page 138 - Iy, or the polar moment of inertia is equal to the sum of the moments of inertia about any two axes at right angles to each other in the plane of the area and intersecting at the pole.