Elementary applied mechanics, by T. Alexander (and A.W. Thomson). |
Inni boken
Resultat 1-5 av 29
Side 4
... length acting in A B away from each other , and in CD towards each other . If P be uniformly distri- buted over the area A , the section of A B perpendicular to its length , the intensity of the stress on it is Ρ --- Р Α Let the prism ...
... length acting in A B away from each other , and in CD towards each other . If P be uniformly distri- buted over the area A , the section of A B perpendicular to its length , the intensity of the stress on it is Ρ --- Р Α Let the prism ...
Side 5
... length of the solid in the direction of the stress with or without an accompanying alteration of its other dimensions . Thus a piece of cork in a state of simple compression has become shorter in the direction of the thrust , yet with ...
... length of the solid in the direction of the stress with or without an accompanying alteration of its other dimensions . Thus a piece of cork in a state of simple compression has become shorter in the direction of the thrust , yet with ...
Side 6
... length is 142 feet , stretches 1 inch when bearing its proper stress . What strain is it subjected to ? augmentation = 1 in . unstrained length strain augmentation = length = 1704 in . 1 = or ' 0006 . 1704 2. How much will a tie rod 100 ...
... length is 142 feet , stretches 1 inch when bearing its proper stress . What strain is it subjected to ? augmentation = 1 in . unstrained length strain augmentation = length = 1704 in . 1 = or ' 0006 . 1704 2. How much will a tie rod 100 ...
Side 7
... length is stretched till it is a foot long . Find the strain . strain = 1 . 11. A cast - iron pillar bears a strain of 001 ; its original length was 10 feet . Find its altered length . augmentation = 12 inches , altered length = 119.88 ...
... length is stretched till it is a foot long . Find the strain . strain = 1 . 11. A cast - iron pillar bears a strain of 001 ; its original length was 10 feet . Find its altered length . augmentation = 12 inches , altered length = 119.88 ...
Side 8
... length required 1,000 lbs . to stretch it an inch . Hence iron is more elastic than copper . If they be strained by equal stresses , that which is the more strained is the less elastic - e.g . , the same copper wire is stretched as ...
... length required 1,000 lbs . to stretch it an inch . Hence iron is more elastic than copper . If they be strained by equal stresses , that which is the more strained is the less elastic - e.g . , the same copper wire is stretched as ...
Andre utgaver - Vis alle
Vanlige uttrykk og setninger
amount of resilience amount of stress angle of repose augmentation axis Cambridge chain component stresses cos² Crown 8vo dead load direction and intensity earth Edition ellipse elongation equal Equating equilibrium Eton College Extra fcap feet long find the intensity find the stress ft.-lbs greater greatest principal stress Hence Hooke's law horizontal inch in section instant internal stress J. P. MAHAFFY LATIN layer length live load modulus of elasticity normal component OM² Owens College pair of rectangular parallelopiped plane BB plane inclined plane of greatest planes of principal position of cc principal stresses Professor proof strain proof stress rectangular planes right angles School shearing shearing stress sin² sloping solid square inch stress on cc stretched surface tangential component tangential stress thrust total stress velocity wall weight
Populære avsnitt
Side 18 - LOGIC. ELEMENTARY LESSONS IN LOGIC; Deductive and Inductive, with copious Questions and Examples, and a Vocabulary of Logical Terms. By W. STANLEY JEVONS, MA, Professor of Political Economy in University College, London. New Edition. Fcap. 8vo. 3*. 6d. " Nothing can be better for a school-book. "-^-GUARDIAN. "A manual alike simple, interesting, and scientific."— ATHHN/UJH.
Side 35 - HALES— LONGER ENGLISH POEMS, with Notes, Philological and Explanatory, and an Introduction on the Teaching of English. Chiefly for Use in Schools. Edited by JW HALES, MA, Professor of English Literature at King's College, London.
Side 32 - A GENERAL SURVEY OF THE HISTORY OF THE CANON OF THE NEW TESTAMENT DURING THE fIRST FOUR CENTURIES. Fourth Edition. With Preface on "Supernatural Religion.
Side 42 - Morte d'Arthur.— SIR THOMAS MALORY'S BOOK OF KING ARTHUR AND OF HIS NOBLE KNIGHTS OF THE ROUND TABLE. The original Edition of CAXTON, revised for Modern Use. With an Introduction by Sir EDWARD STRACHEY, Bart. pp. xxxvii., 509. "It is with perfect confidence that we recommend this edition of the old romance to every class of readers.
Side 39 - TAYLOR— WORDS AND PLACES ; or, Etymological Illustrations of History, Ethnology, and Geography. By the Rev. ISAAC TAYLOR, MA Third and cheaper Edition, revised and compressed. With Maps. Globe 8vo. 6s.
Side 24 - SOUND : a Series of Simple, Entertaining, and Inexpensive Experiments in the Phenomena of Sound, for the Use of Students of every age.
Side 8 - MA, Head Master of Uppingham School. A LATIN GRADUAL. A First Latin Construing Book for Beginners. New Edition, enlarged, with Coloured Sentence Maps. Fcap. 8vo. 2s. 6d. A MANUAL OF MOOD CONSTRUCTIONS. Fcap. 8vo. is.
Side 39 - Sonnenschein and Meiklejohn. — THE ENGLISH METHOD OF TEACHING TO READ. By A. SONNENSCHEIN and JMD MEIKLEJOHN, MA Fcap. 8vo. COMPRISING : THE NURSERY BOOK, containing all the Two-Letter Words in the Language, id. (Also in Large Type on Sheets for School Walls. 5*.) THE FIRST COURSE, consisting of Short Vowels with Single Consonants.
Side 9 - ON THE ALGEBRAICAL AND NUMERICAL THEORY OF ERRORS OF OBSERVATIONS AND THE COMBINATION OF OBSERVATIONS.
Side 11 - AN ELEMENTARY TREATISE ON THE LUNAR THEORY, with a Brief Sketch of the Problem up to the time of Newton. Second Edition, revised. Crown 8vo. $s. 6d. HEMMING— AN ELEMENTARY TREATISE ON THE DIFFERENTIAL AND INTEGRAL CALCULUS, for the Use of Colleges and Schools.