... the deck, and in the bottom lateral system above the intersection of the deck with the lower chord of thearch ; no sway-bracing, however, is employed. Thedeck is bracedagainstlateral forces bydoublediagonal members betweenevery secondcross girder, with wind chords supported below the centres...

... 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 © Thomas Telford and ICE 1927 Proceedings.] DALBY ON HEAT-TRANSMISSION. 139 22 March...

...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...

... recall thatinthe discussion on Dr. Stanton s first communicationonWind-Pressure, Sir Benjamin Baker asked how it was that windows did not, get blown in by high winds. Sir Benjamindeterminedthebreakingpoint of ordinary glass windows by inserting a window in the bottom of a water-tank, which was gradually...

...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...

...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 GROYNES COASTS EROSION PROTECTION TIDES WAVES SHINGLE SAND CONSTRUCTION DEFENCES SHORES WALLS WIND ENGLISH COAST UK © Thomas Telford...

... 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 UK INDIA 56 CORRESPONDENCE ON WIND-PRESSURES ON BRIDGES. lh[inutes of The Author. needed t o resist a mind-pressure of 66 lbs. Where there was no clause in a bridge specification calling forthe provision of bracing to resist the lateral...

...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...

...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...

...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 © Thomas Telford and ICE 1921 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...

... open grass land cornpared with wind a t 10 metres (33 feet) would be of interestin connectionwithSir George Scott-Woncrieff s remarks on wind-pressure. These records, however, had been made in free air, and obviously the results would be modified in the case of air impinging on blank walls rising t o...

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

... 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...

... for example. T l ~ eminimum temperature ma,ybe taken as thelowest atmospheric temperature. I n decidingtheselimits,dueregardmustbe hnd to what may reasonably be expected, rather than to extreme conditionswhich may only arise once in a century. Wind Presswe.-Accurate information is now available as t o...

... calculatedweights of all deadloads to beused concentrated at the panel points. Wind Pressure. (a) On the finished structure unloaded andduring erection, 50 lbs. per square foot. ( b ) On the finished structure loads, 30 lbs. per square foot. For stressesduringerectionthe above units were increased 1 2 h...

.... The stresses from the temperature thus derived did not enter into the determination of required section in any memberof the arch. The wind load on a half-arch during erection was computed as follows: The top chord concentrations were considered as being carried down bythe vertical swaybracing to the bottom...