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 154
... iron inside the mortar . He had known one or two other cases , and his experience had proved that building hoop - iron in mortar was a dangerous practice . In Portland cement he did not think there would be much risk of damage from ...
... iron inside the mortar . He had known one or two other cases , and his experience had proved that building hoop - iron in mortar was a dangerous practice . In Portland cement he did not think there would be much risk of damage from ...
Seite 156
... iron in that masonry had not always rusted , nor had it always lifted the masonry . He thought it had only rusted and lifted the masonry in cases where the structure had moved , however slightly , as the result of insufficient strength ...
... iron in that masonry had not always rusted , nor had it always lifted the masonry . He thought it had only rusted and lifted the masonry in cases where the structure had moved , however slightly , as the result of insufficient strength ...
Seite 375
... iron girders of I section , and held down by round - iron staples hooking under the upper flanges . The joints between the slabs are filled in with cement ; and the whole surface is covered with a layer of 3 to 4 inches of clay , topped ...
... iron girders of I section , and held down by round - iron staples hooking under the upper flanges . The joints between the slabs are filled in with cement ; and the whole surface is covered with a layer of 3 to 4 inches of clay , topped ...
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