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 318
... by 1 foot 6 inches , by 3 feet in height . Martens mirrors set on front face of pier . Length of measured portion , 20 centimetres ( 7 · 88 inches ) . Results . Elastic modulus- Lbs . per Square Inch . First loading , up to 40 ) tons per ...
... by 1 foot 6 inches , by 3 feet in height . Martens mirrors set on front face of pier . Length of measured portion , 20 centimetres ( 7 · 88 inches ) . Results . Elastic modulus- Lbs . per Square Inch . First loading , up to 40 ) tons per ...
Seite 321
... tons per square foot 2,605,000 Second " " " " 99 Third 99 Fourth : 9 99 Lbs . per Square Inch . Tons per Square Foot . 167,500 29 39 99 99 99 39 29 " " 2,508,000 2,520,000 2,330,000 161,200 162,000 149,800 Slight crack heard at 109.70 tons ...
... tons per square foot 2,605,000 Second " " " " 99 Third 99 Fourth : 9 99 Lbs . per Square Inch . Tons per Square Foot . 167,500 29 39 99 99 99 39 29 " " 2,508,000 2,520,000 2,330,000 161,200 162,000 149,800 Slight crack heard at 109.70 tons ...
Seite 324
Institution of Civil Engineers (Great Britain). Results . Elastic modulus- Lbs . per Square Inch . Tons per Square Foot . First loading , up to 10 15 tons per square foot 396,000 25,500 Second Third 99 99 16.25 28.50 99 99 99 99 598,000 ...
Institution of Civil Engineers (Great Britain). Results . Elastic modulus- Lbs . per Square Inch . Tons per Square Foot . First loading , up to 10 15 tons per square foot 396,000 25,500 Second Third 99 99 16.25 28.50 99 99 99 99 598,000 ...
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