...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...

... to the rainfall. A t these times the flood came in under the surface ebb, making a " salt-water wedge " at the mouth. Winds and Waves.-The wind a t Cochin from October to May comes principally from about west-north-west. After sundown it veers roundgradually tonorth-east or east-north-east. It begins to freshen...

...W E DALBY HEAT TRANSMISSION MOTOR CARS RADIATORS FLOW TEMPERATURE DESIGN AIR COOLING PLANT WIND CHANNELS ROADS WATER CIRCULATION PUMPS TRACK EXPERIMENTS MEASUREMENT SPEED BLOCKS Proceedings.] DALBY ON HEAT-TRANSMISSION. 139 22 March, 1927. FREDERICK PALMER, C.I.E...

...J S DINES; G E W CRUTTWELL; R CORLESS; H T TUDSBERY; E H MORRIS; L BAIRSTOW © Thomas Telford and ICE 1925 MEASUREMENT PRESSURE WIND STRUCTURES GUSTS INTENSITY RECORDS GIRDERS EXPERIMENTS INSTRUMENTS ANEMOMETERS TEMPERATURE WIDTH BRIDGES BEARING METEOROLOGY...

...S B DONKIN; W H THORPE; J S WILSON © Thomas Telford and ICE 1925 NATIONAL PHYSICAL LABORATORY LONDON COUNTY COUNCIL MEASUREMENT PRESSURE WIND STRUCTURES VELOCITY BRIDGES APPARATUS SAFETY GUSTS DESIGN RECORDS FORTH BRIDGE UK 154 DISCUSSIOX...

...T E STANTON Proceedings.] STANTON ON PRESSURE OF WIND. 125 16 December, 1924. BASIL MOTT, C.B., President, in the Chair. ~- Thefollowing Paper was presented for discussion,and, on the motion of the President, the thanksof The Institution were accorded to the Author. (Paper No. 4513...

...R F GRANTHAM; E W HOLLINGWORTH; H D WARBURG; M FITZMAURICE; E LATHAM; C H RUTTER; R M PARKINSON; A J MARTIN; A CLARKE; W W GRIERSON © Thomas Telford and ICE 1924 GROYNES COASTS EROSION PROTECTION TIDES WAVES SHINGLE SAND CONSTRUCTION DEFENCES SHORES WALLS WIND ENGLISH...

... BRIDGES INVESTIGATIONS MAINTENANCE STRESS BARS TENSION TAR MACADAM TIMBER ANCHORAGES SUSPENDERS MEASUREMENT STRAIN ELASTIC LIMITS WIND TESTS FATIGUE FAULTS WELDS STRENGTH FRACTURE MENAI BRIDGE WARDEN BRIDGE SCOTSWOOD BRIDG UK Proceedings.] DISCUSSION ON THE MENAI...

...H F CORNICK; L H LARMUTH; E H MORRIS; T R NOLAN © Thomas Telford and ICE 1923 WIND PRESSURE STRESS BRIDGES VELOCITY MAXIMUM GUSTS DYNAMOMETERS SPANS LOADS DESIGN GAUGING RESISTANCE VIBRATIONS ACCIDENTS SHIELDING SUSPENSION UNLOADED HOLYHEAD FORTH BRIDGE CHARGOLA...

...D H REMFRY © Thomas Telford and ICE 1923 WIND PRESSURE STRESS BRIDGES LOADED STRUCTURES UNLOADED NARROW GAUGES RAILWAYS MAXIMUM VELOCITY GUSTS DYNAMICS ACTION SIZE SHAPE DOUBLE BARS GIRDERS SHIELDING RAIN SPANS SPEED METHODS CALCULATIONS ROLLING STOCK UK...

...T E STANTON; SCOTT MONCRIEFF; GK; T B GRIERSON; W ELLIS; S P WING; F SPRING; G ELLSON; J M MONCRIEFF; R H READ; W H THORPE; G E W CRUTTWELL; J S WILSON © Thomas Telford and ICE 1923 NATIONAL PHYSICAL LABORATORY INDIAN RAILWAY BRIDGE COMMITTEE WIND PRESSURE STRESS BRIDGES...

...E H STANLEY © Thomas Telford and ICE 1921 TRANSANDINE RAILWAY ARGENTINE TRANSANDINE RAILWAY WINTER WORKING RAILWAYS MOUNTAINS ENGINES LOCOMOTIVES WATER SUPPLY CONDITIONS SNOW WEATHER SNOWFALL TEMPERATURE WIND AVALANCHES SNOWSLIDES SNOWPLOUGHS ANDES...

...L H LARMUTH AIRSHIPS SHEDS ERECTION CONSTRUCTION FRAMEWORK DESIGN SHIPS MATERIALS RIGID TIMBER TENSILE COMPRESSIVE STRESS STEELWORK BEARING SHEARING LOADS SNOW WIND FITTINGS METHODS STEEL DERRICKS CRANES ARCHES DOORS CONCRETE DESIGN PLATES SCREENS WIND PRESSURE...

...A W BRIGHTMORE; E A W BARNARD; R S G MOORE; A S E ACKERMANN; W H THORPE; G S MONCRIEFF; P SCOTT © Thomas Telford and ICE 1921 AIRSHIPS SHEDS ERECTION CONSTRUCTION SHIPS DESIGN CALCULATIONS SHORTAGES STEEL HARBOURS DOORS STEELWORK COSTS WIND PRESSURE 210 DISCUSSION...

...W SHARP © Thomas Telford and ICE 1921 AIRSHIPS SHEDS ERECTION CONSTRUCTION STRESS WIND PRESSURE 224 CORRESPOXDENCE ON AIRSHIP SHEDS [Minutes of The Author. ever to encounterthefullforce of the gales which mightvisit theseislands. Data published inthe MonthlyWeatherReport...

... VELOCITY PRESSURE PIERS STORMS CHANNELS DREDGING PIERHEADS JETTIES MONSOONS BREAKWATERS DESIGN EXTENSIONS WIND WEATHER SUNDERLAND ROKER WHITBY HARBOUR MADRAS RIVER WEAR BLYTH UK INDIA Procecdinp.] CORRESPOBDERCE 9 N dVB-ACTIOS. 227 Correspondence. ]fr. 11. E. CAREY thought...

..., p. 38. Proceedings.] BREAKWATER-END, IN MADRAS HARBOUR. 5 beensome fairlyhighwind-pressures,probablyashigh as 35 lbs. persquare foot, with puffs perhaps 50 percent.higher.But,un- luckily, no instrumental observations thereaboutswere available. Wind Velocity.-At Madras itself,80 miles north...

... NON FERROUS AUTOMATIC TENSIONING TANGENTS WIND DEFLECTION GRADIENTS CONTACT CALCULATIONS FLEXIBILITY SUPPORTS 118 BISACRE ON OVERHEAD TRACK CONSTRVCTION [Selected (Paper No. 420 4.) LOverhead Track Construction for Direct-CurrentElectric Railways. By FREDERICFKRAXCISPE~ICIVAT,BISMA.AC.E...

...G H DUGGAN © Thomas Telford and ICE 1918 SUPERSTRUCTURES ARCHES SPANS LONG SPAN BRIDGES RIVERS MASONRY FOUNDATIONS MANUFACTURE ERECTION LOADS DEAD LIVE WIND PRESSURE STRESS ROCKS APPROACHES MEMBERS CHORDS STEEL ANCHORAGES BARS TOGGLES ST.JOHN ARCH ST JOHN...

... sandy sea-beds, even in 40 feet of water. H e did not know how hewasgoing to make Madras Harbour hafer for shipping than it was. The enemiesweretwo, waves and wind. So far as waves were concernedthe harbourwas now safe for shipping. But perhapsYr. Fergusson would advocate buildinagwall around it, 300...