... TESTS FILLETS WELDS MODELS TESTS JOINTS CONTRACTION FABRICATION FAILURES WORKING STRESS FLANGES PLATES TROUGHING BRACING ELECTRODES ERECTION SITES INSPECTION SUPERVISION STEEL BILLINGHAM UK Proceedings.] HALDANEAND ROBERTS ON BILLINGHAM BRIDGE. 537 16 April, 1935. Sir...

... ARCHITECTS ENGINEERS FOUNDATIONS LOADING FLOODS LEVELS ARCHES SCOUR COFFERDAMS PIERS DEMOLITION WROUGHT IRON LOADS STRESS DESIGN METHODS SINKING CAISSONS CAUSEWAYS DEPTH CURVES GRADES COSTS PIERS CLAYS LONDON CLAY LAMBETH BRIDGE LONDON THAMES NERBUDDA BRIDGE JUBBULPORE...

... be restricted so that thebreaking load should be within the capacity of that machine. The permissible working-stresses in welds madeundershop conditions (as laid down intheIndian Railway Board Rules,.1933) Fig. 3. SIZE OFFILLET. were plotted in Pigs. 2 and 3 for comparison with the results of the tests. Messrs...

... LAYOUT DESIGN SUPERSTRUCTURES TIDES FOUNDATIONS INTAKES PILES OUTLETS DRIVING PROBLEMS PUMPHOUSES MAINS RIVERS SHIPS BERTHING STRESS DUNSTON NEWCASTLE BATTERSEA LONDON UK Proceedings.] BATTERSEA POWER-BTATIONS. 113 Correspondence. Mr. T. F. BURNSobserved, with reference...

... SUBMERSIBLE SUPPORTS PILES PIERS CONCRETE BORING CAISSONS ARCHES LOADS FOUNDATIONS RIVERS MASONRY SPANS SCOUR PROTECTION TEMPERATURE STRESS DEFLECTION ERECTION CAPACITY FORMULAE OPEN COFFERDAMS FAILURES COLLAPSE 228 DISCUSSION ON LAMBETH AND [Minutes of Mr. G ~ V W . great point...

... ,, 0.3 ,, 9, (C) 1, 0.4 ( 4 9 , 0.5 9, (e) ,, 0.6 ,, .P 46,,and 3 revolutions per second. ,.9, ,P 1 , ,, 9 , .S 7 1 ,P ,, Such a set of curve8 wouldbe of far moreuse to the practical deaigner Proceedings.] MOVING-LOAD STRESSES IN RAILWAY-BRIDGES. 389 than anything yet published on the subject. Lastly...

...R FREEMAN © Thomas Telford and ICE 1934 DORMAN LONG HARBOURS BRIDGES DESIGN STRUCTURES FOUNDATIONS SPANS APPROACHES TENDERS SPECIFICATIONS ARCHES CONCRETE PYLONS HINGES PANELS STRESS SWAY BRACING SUPPORTS GIRDERS RAILWAYS ROADWAYS TRACK STEEL QUALITY WORKING...

...R W FOXLEE; W E GELSON; C E INGLIS; C GRIBBLE; SIR C HINDLEY; R CARPMAEL; H J FEREDAY; C J BROWN; J S WILSON; G S GOUGH; J W SPILLER; E P ANDERSON; E H GREET © Thomas Telford and ICE 1934 IMPACT GIRDERS MAIN RAILWAYS BRIDGES HAMMER BLOWS MOVING LOADS STRESS SPANS SHORT SPAN...

... by an empirical impact factor generally in the form of a function of the span length. This has beenused to provide for the effects of all dynamic stresses in the bridge from whatever causes they may have been produced. It is now generally conceded, however,that many of these formulas have no rational foundation...

...W E GELSON © Thomas Telford and ICE 1934 INDIA NORTH WESTERN RAILWAY MOVING LOADS STRESS SPANS SHORT SPAN RAILWAYS BRIDGES IMPACT EFFECT VERTICAL FORCES DISTRIBUTION HORIZONTAL LONGITUDINAL BRAKING TRACTION HAMMER BLOWS MEASUREMENT SHORT GIRDERS LOCOMOTIVES...

... bysubstituting arched forms for the parallel trusses in the approaches, which were utilitarian in theextreme. There seemed to have been some difference of opinion as tosuitable unit compression stresses. The problem was to determine a suitable factor of safety. In the Sydney bridge silicon-steel and carbon-steel...

...D ANDERSON; O FABER; C GRIBBLE; J WILLIAMSON; F S SNOW; H C JENKINS; R FREEMAN; SIR H D HAY; SIR DALRYMPLE HAY; J J C BRADFIELD; T P FRANK; I C BARLING; S M DIXON; W E GELSON; H BOOTH; J F PAIN © Thomas Telford and ICE 1934 DORMAN LONG BRIDGES HARBOURS STRESS MEASUREMENT...

... DETAILS TESTS MODELS DECKS BRACING CAMBER DEFORMATION ABUTMENTS TOWERS PIERS MATERIALS STEEL CONCRETE LOADS STRESS DEAD LIVE IMPACT CALCULATIONS DISTORTION THRUST SURVEYS CONSTRUCTION FABRICATION SHOPS LAYOUT BEARINGS PYLONS STEELWORK CRANES CABLES CONVERSION MEMBERS TWO...

...J F PAIN; G ROBERTS © Thomas Telford and ICE 1934 HARBOURS BRIDGES CALCULATIONS STEEL SUPERSTRUCTURES STRESS STRUCTURES ELASTIC PROPERTIES MEMBERS HINGES ARCHES TWO HINGED LOADS SPECIFICATIONS DEAD LIVE IMPACT WIND DECKS PORTAL METHODS LATERAL EQUATIONS TEMPERATURE...

... BUILDINGS VIBRATIONS STRESS BRICKS TALL HORIZONTAL Proceedings.] CHERRY ON EARTHQUAKES. 303 (Paper No. 4830.) The Influence of Earthquakes on Structural Design. By HERBERCTECIL EDGARCHERRY, MSc., M . Inst. C.E. HAVINGbeenengaged in engineering work in Burma, where earthquakes occur periodically...

...H BOOTH; J E L CULL; J S L DEEM; H D DEWELL; W T EVERALL; F W FURKERT; D P KRYNINE; G A M LUFF; L H SWAIN; W H THORPE; L WHITE; H C E CHERRY © Thomas Telford and ICE 1933 EFFECT EARTHQUAKES ENGINEERING STRUCTURES INFLUENCE STRUCTURAL DESIGN STRESS ACCELERATION FORCES RESISTING...

... GIRDERS FABRICATION ERECTION ELIMINATION SECONDARY STRESS INTERCHANGEABILITY WEIGHT SPANS SUPERSTRUCTURES FLOTATION COSTS BORING PROBLEMS PUMPING PLANT PUMPS SKIN FRICTION STEEL PRESSURE WELLS STRAIGHTENING LABOUR INDIGENOUS WILLINGDON CALCUTTA RIVER HOOGLY INDIA...

...A NEWLANDS; SIR C HINDLEY; H J FEREDAY; C GRIBBLE; SIR H FOWLER; H W S HUSBANDS; E H GREET © Thomas Telford and ICE 1932 IMPACT RAILWAYS BRIDGES FORMULAE DAMPING LOCOMOTIVES HAMMER BLOWS STRESS STEEL MATHEMATICS SPANS DESIGNERS DESIGN INDIA 404 DISCUSSION OIMNPACT...

...C E INGLIS © Thomas Telford and ICE 1932 IMPACT RAILWAYS BRIDGES FORMULAE MATHEMATICS OSCILLATIONS CALCULATIONS LOCOMOTIVES HAMMER BLOWS SPANS SPRINGS MOVEMENT BENDING CURVES LONG SPAN FORCES INERTIA EFFECT LOADS INCREASES MASS MEDIUM SPAN STRESS 358 INGLIS...

... REPOSE ANGLES RESISTANCE FORCES RIVERSIDE MOORINGS ALIGNMENT ACTIVE STRESS VESSELS SHIPS JETTIES CALCUTTA KING GEORGE INDIA ASIA 398 CORRESPONDENCE ON CALCUTTA PORT WORKS. [Minutesof Correspondence. B. Brysson Dr. BRYSSOXCUNNINGHAMremarked thathe arrangement of Cunningham...