Minutes of Proceedings of the Institution of Civil Engineers, Band 162The Institution, 1905 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 174
... girders of 16 feet clear span , of 60 inches internal diameter and 63.4 inches external diameter , calculated with a factor of safety of about 20 , for a centre dead load of pipe , water , earth filling and pavement , of 47,256 lbs ...
... girders of 16 feet clear span , of 60 inches internal diameter and 63.4 inches external diameter , calculated with a factor of safety of about 20 , for a centre dead load of pipe , water , earth filling and pavement , of 47,256 lbs ...
Seite 212
... O O O O O O O O O GAND CEMEN N OF RDE BE . 702 " EB Minu GIRDER IBUTING . ΚΟΣ O PLATE 4 . GIRDER . CAST - IRON DISTRIBUTING GIRDERS . JR C 24 throughout [ 3x12 " do Zrows rivets. THOS KELL & SON , LITH . 40 KING ST COVENT GARDEN . TR.
... O O O O O O O O O GAND CEMEN N OF RDE BE . 702 " EB Minu GIRDER IBUTING . ΚΟΣ O PLATE 4 . GIRDER . CAST - IRON DISTRIBUTING GIRDERS . JR C 24 throughout [ 3x12 " do Zrows rivets. THOS KELL & SON , LITH . 40 KING ST COVENT GARDEN . TR.
Seite 214
... girders are shallow lattice - girders on screw - pile foundations ( Fig . 1 , Plate 4 ) . The bridge came under the Author's supervision a few years ago , and soon showed the necessity of strong measures being taken to render it secure ...
... girders are shallow lattice - girders on screw - pile foundations ( Fig . 1 , Plate 4 ) . The bridge came under the Author's supervision a few years ago , and soon showed the necessity of strong measures being taken to render it secure ...
Seite 215
... girders so as to reduce the deflection . It being impracticable to add a plate to the flange and keep trains running , two continuous vertical plates 1 foot 9 inches in depth were introduced , butting against the main angle - bars of ...
... girders so as to reduce the deflection . It being impracticable to add a plate to the flange and keep trains running , two continuous vertical plates 1 foot 9 inches in depth were introduced , butting against the main angle - bars of ...
Seite 216
... girders , which long before the alteration had tilted inwards as much as 2 inches . The girders were brought back as nearly as possible to a vertical position , and were held there until the gussets were riveted up . The old cross girders ...
... girders , which long before the alteration had tilted inwards as much as 2 inches . The girders were brought back as nearly as possible to a vertical position , and were held there until the gussets were riveted up . The old cross girders ...
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armoured armoured cruisers Australia Author average battleships bridge C.E. VOL carried cast-iron pipe catchment catchment-area caulking cement cent CLXII coating concrete considerable construction Coolgardie cost cruisers cubic Cunderdin cycle cylinder depth diameter discharge efficiency electrical engine equation experience feet flow foot girders heat Helena River increase Inst Institution internal-combustion engines iron joints Kalgoorlie length less load locking-bar pipe longitudinal machinery masonry maximum metres miles million gallons moment of inertia mortar Mundaring naval obtained Paper pipe-line placed plates portion practice pressure pumping-station pumps Railway rainfall ratio reservoir revolutions per minute River riveted pipes sand scheme shaft ships Sir William White span speed square inch square miles stations steel pipes Storage-period stresses supply surface temperature tests thickness tion tons per square valves vertical vessels vibration Vittorio Emanuele III watershed weir Western Australia yield