... by three sheets of diagrams, from which the Figures in the text have been prepared. METHODS CALCULATIONS FAILURES LOADS FRAMES STRUCTURES RIGID JOINTS FRAMES FLUCTUATION INCREMENTAL COLLAPSE INCREMENT PERMANENT DEFORMATION PLASTIC HINGES ESTIMATES BENDING MOMENTS ELASTIC BEHAVIOUR...

... STRENGTH METHODS CALCULATIONS LOADS STRATA THEORY PLASTICITY ESTIMATES CARRYING CAPACITY COEFFICIENTS EARTH PRESSURE AT REST FRICTION SOILS SILT RANGOON BURMA MYANMAR ASIA 74 DISCUSSION ON THE BEARCIANPGACITY OF Discussion The Author, introducing the Paper, used a series...

...A G BOORMAN; C A GILLETT; R G ROBERTSON; A D ROSS CORRESPONDENCE ON AN ESTIMATOESF,TRESSES IN REINFORCED-CONCRETEMEMBERS UNDER WORKINGLOADS. 533 CORRESPONDENCE ON A PAPER PUBLISHED IN DECEMBER 1948 JOURNAL. Paper No. 5653. (( An Estimate of Stresses produced in Reinforced-concrete Members under...

... HANGERS RIBS DAMPING CONFIGURATION AMPLITUDE FORCED ESTIMATES LOADING ESTIMATING TIES STRINGERS SLABS BEHAVIOUR NATURAL FREQUENCIES PROTOTYPES WITWATERSRAND UNIVERSITY UMHLATUZI ZULULAND SOUTH AFRICA AFRICA 50 OCKLLSTON ON THIE EFFECT OF S IATIC AND DYNAMICLOADS Paper...

...A G BOORMAN © Thomas Telford Ltd 1949 ESTIMATES STRESS REINFORCED CONCRETE MEMBERS WORKING LOADS ESTIMATING EQUATIONS 110 CORRIGENDA. CORRIGENDA. December, 1948 Journal (Paper No. 5653-Boorman) :p. 103, equation ( 5 ) should read : p. 106, line 16 ; for Fig. 5 read Fig. 3. p...

... THEORYRELATINGTHERETO. The conclusionsdrawn are based upon figures which cover the combined movement of about 2 kilometres (about 14 mile) of solid masonry. I n 1907, the last year before the iirst heightening of the dam was started,the s u m of these movements was estimated a t 39 millimetres (1.54 inch), on a total...

... . . . . . . . . . . . . . . . . . . . 116 Methods of reconstruction . . . . . . . . . . . . . . . . 116 Estimation of loads . . . . . . . . . . . . . . . . . . 118 Wind-velocity . . . . . . . . . . . . . . . . . . . 118 Connexionbetween wind-velocityand pressure . . . . . . . . . 119 Variation of wind-pressurewith height...

...L G SIMMS; A C VIVIAN © Thomas Telford and ICE 1945 ACTUAL ESTIMATES IMPACT RESISTANCE REINFORCED CONCRETE UNITS BENDING FAILURES TESTS DATA MEASUREMENT STATIC SLABS LOADING BEAMS LOADS ENERGY ABSORPTION CORRESPONDENCE ON ACTUAL BND ESTIMATEIMDPACT 427 RESISTANCEOF...

...A J H CLAYTON © Thomas Telford and ICE 1945 TRAFFIC CAPACITY ROUNDABOUTS ROADS INTERSECTIONS METHODS ESTIMATES WEAVING ANGLES PEAK DESIGN WIDTH ESTIMATING MEDIUM AND LONG-DISTANCE CIVIL AIR TRANSPORT. 149 He was glad that Mr. West had pointed out the undesirability of align...

...C S CHETTOE; N DAVEY; G R MITCHELL © Thomas Telford and ICE 1944 STRENGTH CAST IRON GIRDERS BRIDGES STRUCTURAL METHODS ESTIMATES TESTS LOADS STRAIN GAUGES DEFLECTOMETERS LABORATORIES DEFLECTION COMPOSITE BEAMS THEORY STRESS STATIC LOADING DYNAMICS FATIGUE HISTORY...

... an attempt is made to provide a solution for the deter- mination of the boundary conditions, which enables an estimation to be made of the maximum quantity of silt that can possibly be deposited under given hydraulic conditions. This solution is based upon the assumption thatnatural silt-carrying rivers...

...R BRIGGS ROADS COUNTRIES DEVELOPING HISTORY GEOGRAPHY CLIMATE ESTIMATES SPECIFICATIONS PLANT MACHINERY TRANSPORT ORGANISATION CONSTRUCTION LAVA MECHANICAL METHODS SURFACES BITUMEN SURFACING HAIFA BAGHDAD BRIGGS ON THE EAIFA-BAGHDAD ROAD. 195 Paper No. 5229...

...J R DAYMOND © Thomas Telford and ICE 1937 ESTIMATING RUNOFF ESTIMATES RAINSTORMS AREAS THEORY RAINFALL 268 DAYMOND ON ESTIMATION OB RUN-OFF FROM Paper No. 5123. The Estimation of Run-off from Areas Subjected to Rainstorms. By JOHRNUPERDTAYMONDM,.Sc., Assoc. M.Inst. C.E...

...B D RICHARDS FLOODS HYDROGRAPHS METHODS ESTIMATES CATCHMENTS FORMULAE RECORDS CALCULATIONS RESERVOIRS LAG EFFECT DESIGN RAINFALL COEFFICIENTS INTENSITY EQUATIONS WEIRS © Thomas Telford and ICE 1937 RICHARDS ON FLOOD-HYDROGRAPHS. 405 Paper No. 5087. Flood-Hydrographs...