Minutes of Proceedings of the Institution of Civil Engineers, Band 200The Institution, 1915 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 x
... Diagram for Unsymmetrical Loading of Alternators . Dr. Ing . L. G. STOKVIS . 527 Test - Resistances for Large Electric Generators . N. C. JUUL 528 Insulator - Depreciation and Effect on Operator . A. O. AUSTIN 528 Effect of Altitude on ...
... Diagram for Unsymmetrical Loading of Alternators . Dr. Ing . L. G. STOKVIS . 527 Test - Resistances for Large Electric Generators . N. C. JUUL 528 Insulator - Depreciation and Effect on Operator . A. O. AUSTIN 528 Effect of Altitude on ...
Seite 164
... diagrams illustrating it . Mr. Hamer . Correspondence . Mr. W. H. HAMER asked if the Author would give a few particulars of the exact widths between the quays on opposite sides of the river , the sizes and draught of vessels using these ...
... diagrams illustrating it . Mr. Hamer . Correspondence . Mr. W. H. HAMER asked if the Author would give a few particulars of the exact widths between the quays on opposite sides of the river , the sizes and draught of vessels using these ...
Seite 183
... diagrams ( Figs . 1 , 2 , 3 , Plate 3 ) comparing with the rules the equivalent distributed load for a few typical engines and trains that are in common use , or are likely to be used in the near future . Typical Moving Loads . - The 2 ...
... diagrams ( Figs . 1 , 2 , 3 , Plate 3 ) comparing with the rules the equivalent distributed load for a few typical engines and trains that are in common use , or are likely to be used in the near future . Typical Moving Loads . - The 2 ...
Seite 193
... diagram of a 150 feet effective span on p . 209. The increment for impact is about 66 per cent . of the moving load in the case of the chords and increases from 66 per cent . to nearly 80 per cent . at the centre panel in the case of ...
... diagram of a 150 feet effective span on p . 209. The increment for impact is about 66 per cent . of the moving load in the case of the chords and increases from 66 per cent . to nearly 80 per cent . at the centre panel in the case of ...
Seite 195
... diagram form the forces acting when the engine is running at a speed of 40 miles per hour and the crank is at its top and bottom positions respectively . The forces causing downward or positive pressure are in full lines , and those ...
... diagram form the forces acting when the engine is running at a speed of 40 miles per hour and the crank is at its top and bottom positions respectively . The forces causing downward or positive pressure are in full lines , and those ...
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20 feet allowance Anopheline Author average bridge C.E. VOL calculated canal carried cement cent centre channel Clyde coefficient concrete considerable construction corrosion cost crane cross girders cubic feet cubic yards curve cylinders deflection depth designed diatomaceous earth docks drainage drains dredger dredging effect elastic limit electric electrolytic electromotive force engineers experiments extensometer factor of safety feet per second flow given Glasgow ground groynes harbour hydraulic impact increase Institution iron larvæ length locomotives low water main girders malaria material maximum metal miles Mo-Ler monoliths mosquitoes moving load Necaxa obtained Paper Pencoyd Pencoyd formula pipes Plate port Portland cement quay quinine rails Railway river rivets rule sand secondary stresses side span speed square inch steel taken tests timber tons per square trailing wheels tramway tunnel Vereines deutscher Ingenieure vertical vessels walls weight weir wheels width working-stress