Engineering Construction in Iron, Steel and TimberLongmans, Green & Company, 1894 - 379 páginas |
Dentro del libro
Resultados 1-5 de 81
Página vii
... Dead load upon roofs Table of weights of roof - covering 108 109 Table of weights of well - known roofs 110 Table of approximate loads on roofs 110 Table of dead - load stresses on simple roof truss 111 Tables of stresses due to wind ...
... Dead load upon roofs Table of weights of roof - covering 108 109 Table of weights of well - known roofs 110 Table of approximate loads on roofs 110 Table of dead - load stresses on simple roof truss 111 Tables of stresses due to wind ...
Página xi
... loaded with a live and dead load 339 The method of determining the stresses in the various members of the arch when the horizontal thrust has been found 342 . The method of calculating the stresses due to a range of temperature in an ...
... loaded with a live and dead load 339 The method of determining the stresses in the various members of the arch when the horizontal thrust has been found 342 . The method of calculating the stresses due to a range of temperature in an ...
Página 18
... load were nine times the stress produced by the dead load , then- f min . = 10 f max . and , using the results given in Table V. for wrought iron , we have- b = 13.10 ( 22.8 - 13.1 ) 1 % 13 : 1 ) 14.07 tons = so that 14.07 tons is the ...
... load were nine times the stress produced by the dead load , then- f min . = 10 f max . and , using the results given in Table V. for wrought iron , we have- b = 13.10 ( 22.8 - 13.1 ) 1 % 13 : 1 ) 14.07 tons = so that 14.07 tons is the ...
Página 21
... as follows , if the statical strength is taken as 10 tons per square inch : -- ' Mr. Theodore Cooper's specifications , for example . For a dead load , 2.50 tons per square inch Intensity of Working Stresses . 21 235.
... as follows , if the statical strength is taken as 10 tons per square inch : -- ' Mr. Theodore Cooper's specifications , for example . For a dead load , 2.50 tons per square inch Intensity of Working Stresses . 21 235.
Página 22
William Henry Warren. For a dead load , 2.50 tons per square inch . For a live load , 1.20 tons per square inch . For alternating stresses equal in amount , 0 · 83 tons per square inch . Intermediate cases may be treated in the same way ...
William Henry Warren. For a dead load , 2.50 tons per square inch . For a live load , 1.20 tons per square inch . For alternating stresses equal in amount , 0 · 83 tons per square inch . Intermediate cases may be treated in the same way ...
Contenido
1 | |
10 | |
18 | |
24 | |
32 | |
43 | |
49 | |
62 | |
87 | |
95 | |
101 | |
108 | |
115 | |
122 | |
131 | |
139 | |
146 | |
155 | |
165 | |
172 | |
194 | |
200 | |
275 | |
282 | |
288 | |
295 | |
304 | |
305 | |
323 | |
329 | |
333 | |
339 | |
346 | |
354 | |
365 | |
367 | |
Otras ediciones - Ver todas
Términos y frases comunes
abutment angles apex axis of pins beam supported bending moment bending moments bolts bracing bridge calculated cantilever cast-iron column compression members compressive stress cross-girders Crown 8vo dead load deck denote depth diagonal distance distributed load Ditto elasticity ends and loaded engine equal equation factor of safety feet fibre fixed flange foot run foot-tons formula Hence horizontal Illustrations inch-tons intensity of stress joint lattice girder length live load longitudinal M₁ M₂ main girders maximum stresses method method of moments modulus neutral axis P₁ panel panel-points piers plates points of contra-flexure polygon R₁ railway resistance rivets roof Sectional area shearing stress shown in Fig side similar manner span square foot square inch steel strength stresses due stringers strut TABLE tensile stress tension timber tons per square total load traction engine truss vertical W₁ W₂ wedges weight wind pressure Woodcuts wrought iron ΕΙ
Pasajes populares
Página 8 - Other Worlds than Ours ; The Plurality of Worlds Studied under the Light of Recent Scientific Researches.
Página 10 - Wilson. — A MANUAL OF HEALTHSCIENCE. Adapted for Use in Schools and Colleges, and suited to the Requirements of Students preparing for the Examinations in Hygiene of the Science and Art Department, &c. By ANDREW WILSON, FRSEFLS &c.
Página 9 - Geology : a Manual for Students in Advanced Classes and for General Readers. With over 300 Illustrations, a Geological Map of the British Isles (coloured), and a set of Questions for Examination. Crown 8vo.
Página 5 - THE THEORY OF THE STRESSES ON GIRDERS AND SIMILAR STRUCTURES. With Practical Observations on the Strength and other Properties of Materials. By BINDON B.
Página 8 - A NEW STAR ATLAS, for the Library, the School, and the Observatory, in Twelve Circular Maps (with Two Index Plates). Intended as a Companion to 'Webb's Celestial Objects for Common Telescopes.
Página 3 - GORE— The Art of Electro-Metallurgy, including all known Processes of Electro-Deposition. By G. GORE, LL.D., FRS With 56 Woodcuts. Fcp. 8vo. 6s.
Página 4 - October 22, 1884 — Thomas Young — Life in the Alps — About Common Water — Personal Recollections of Thomas Carlyle — On Unveiling the Statue of Thomas Carlyle — On the Origin, Propagation, and Prevention of Phthisis — Old Alpine Jottings — A Morning on Alp Lusgen.
Página 5 - The Drainage of Fens and Low Lands by Gravitation and Steam Power. By WH Wheeler. 8 plates, 175 pp., 8vo. (1888.) 12s.
Página 12 - ASTRONOMY, NAVIGATION, ETC. ABBOTT.— ELEMENTARY THEORY OF THE TIDES: the Fundamental Theorems Demonstrated without Mathematics and the Influence on the Length of the Day Discussed. By TK ABBOTT, BD, Fellow and Tutor, Trinity College, Dublin. Crown 8vo., zs.
Página 6 - WORKSHOP APPLIANCES, including Descriptions of some of the Gauging and Measuring Instruments — Hand-Cutting Tools, Lathes, Drilling, Planing, and other Machine Tools used by Engineers. By CPB SHELLEY, MICE With 291 Woodcuts.