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 275
... shear , and was found to be 38.33 tons . It was then determined by direct scaling from the influence - line , and the result gave 38 26 tons . For this bay the load of 17.5 tons No. 3 was at A when maximum shear occurred . For bay No. 2 ...
... shear , and was found to be 38.33 tons . It was then determined by direct scaling from the influence - line , and the result gave 38 26 tons . For this bay the load of 17.5 tons No. 3 was at A when maximum shear occurred . For bay No. 2 ...
Seite 283
... shear in the same bay is 2.40 tons per foot . The load which gives a parabola which will include all the bending ... shear and the central bending - moment , taking the train of engines , is 17 per cent .; between the load equivalent to ...
... shear in the same bay is 2.40 tons per foot . The load which gives a parabola which will include all the bending ... shear and the central bending - moment , taking the train of engines , is 17 per cent .; between the load equivalent to ...
Seite 284
... shearing - forces , may give values which are too low by 20 per cent . If a uniformly - distributed load equivalent to the end - shear caused by the actual loads be used , the bending - moment resisted by the boom of the end bay is ...
... shearing - forces , may give values which are too low by 20 per cent . If a uniformly - distributed load equivalent to the end - shear caused by the actual loads be used , the bending - moment resisted by the boom of the end bay is ...
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