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 283
... actual value by less than 1 per cent . , and the bending - moment in the central bay is nearer the actual value than that obtained by taking a uni- formly - distributed load of 2 · 23 tons per foot . A load of 2 tons per foot and a ...
... actual value by less than 1 per cent . , and the bending - moment in the central bay is nearer the actual value than that obtained by taking a uni- formly - distributed load of 2 · 23 tons per foot . A load of 2 tons per foot and a ...
Seite 284
... actual values , the maximum variation being -1.4 per cent . , whereas the maximum variation taking 2.21 tons per foot is -5.9 per cent . Taking a load of 2 tons per foot run , and 18 tons at the maximum ordinate of the influence - line ...
... actual values , the maximum variation being -1.4 per cent . , whereas the maximum variation taking 2.21 tons per foot is -5.9 per cent . Taking a load of 2 tons per foot run , and 18 tons at the maximum ordinate of the influence - line ...
Seite 288
... Actual bending - moments Equivalent load per foot run Actual shearing - forces Equivalent load per foot run Shearing - forces due to 2 tons per foot and 18 tons concentrated load at the maximum ordinate of the influence - line B. M ...
... Actual bending - moments Equivalent load per foot run Actual shearing - forces Equivalent load per foot run Shearing - forces due to 2 tons per foot and 18 tons concentrated load at the maximum ordinate of the influence - line B. M ...
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