Minutes of Proceedings of the Institution of Civil Engineers, Band 161The Institution, 1904 Vols. 39-204 (1874/75-1916/17) have a section 3 containing "Abstracts of papers in foreign transactions and periodicals" (title varies); issued separately, 1919-37, as the institution's Engineering abstracts from the current periodical literature of engineering and applied science, published outside the United Kingdom. |
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Seite 261
... Loads , and the Effect of replacing these Loads by ' Equivalent Loads . " " By ... uniformly - distributed loads , represented by parabolas which very ... load , have also been suggested : - 1 W. B. Farr , " Moving Loads on Railway ...
... Loads , and the Effect of replacing these Loads by ' Equivalent Loads . " " By ... uniformly - distributed loads , represented by parabolas which very ... load , have also been suggested : - 1 W. B. Farr , " Moving Loads on Railway ...
Seite 262
... uniformly - distributed load which will produce the same end - shear as method No. 1 . ( b ) A uniformly - distributed load which will give a stress in every member at least equal to the stress produced by the actual loads . ( c ) A ...
... uniformly - distributed load which will produce the same end - shear as method No. 1 . ( b ) A uniformly - distributed load which will give a stress in every member at least equal to the stress produced by the actual loads . ( c ) A ...
Seite 284
... load of 2.23 tons per foot run . It will be seen from Table I. ( Appendix ) that as the span increases , the ... uniformly - distributed load can be obtained which will give the bending - moments resisted by the booms in nearly all cases ...
... load of 2.23 tons per foot run . It will be seen from Table I. ( Appendix ) that as the span increases , the ... uniformly - distributed load can be obtained which will give the bending - moments resisted by the booms in nearly all cases ...
Inhalt
Appendixes to ditto | 39 |
Correspondence on ditto 10 cuts | 66 |
Transfer of Associate Members to the class of Members | 114 |
Urheberrecht | |
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actual advantage air-pump Alfreton arch Author bending-moment Bermuda berth boilers booms bottom bricks brickwork bridge built C.E. VOL carried cement cent centimetres centre circulating water condensing-plant connection considerable construction cooling-surface corbels cost curve depth designed draught Elastic modulus electric Engineer excavated experience extrados feet 6 inches floating dock floating docks footbridges girders graving-dock Havana INCHES OF MERCURY increase influence-line Inst keel-blocks length lifted longitudinal Maryland Steel Company maximum metacentric height Moncreiffe tunnel mortar necessary obtained ordinary ordinate P₂ Paper parabola piers Plate pontoon portion Portland cement pound of steam pressure pump Railway ropeway scale self-docking shafts shear shearing-force ship shown in Fig side-walls Sir William White span square foot square inch steam condensed steel stress Stülcken surface surface condenser taken Temp temperature tests tons per foot tons per square tubes uniformly-distributed load vacuum vertical vessel weight width