... the effect of an elastic foundation on the stiffness of members of a rigid frame, and draws attention to the critical influence of foundation conditions on moments in members near the foundation. This is illustrated by consideration of a roofed water reservoir, designed as a box culvert, assuming...

... WAY RIVERS PIERS PUMPHOUSES WATER SUPPLY ERECTION TEMPORARY TESTS STATIC LIVE LOADS DEFLECTION COUNTRIES DEVELOPING FOUNDATIONS PIERS CAISSONS SUPERSTRUCTURES CHORDS TENSION MEMBERS SERVICES CONCRETE LOADING BAGHDAD RIVER TIGRIS IRAQ MIDDLE EAST JOURNAL...

.... Concrete Publications Ltd. London, 1944. 5. A. L.L. Baker, Reinforced Concrete. Concrete Publications Ltd., London,1949. B. A. L. L. Baker, A plastic theory of design for ordinary reinforced and pre- stressed concrete including moment re-distribution in continuous members. Magazine of Concrete...

.... The Author has attempted to avoid the use of complex mathematical methods by assuming that all bending strains have linear distribution. The neutral axis of members subject to bending is located by the ultimate strains at the extremities of the section for non-sustained load, and safe limiting values...

... University from 1931 to 1934, and Chancellor of Cambridge University in 1948, where he took particular interest in the Engineering Department andin 1949opened the new engineeringworkshops and met all members of the teaching staff. Since 1936 he had been Chancellor of Cape OBITUARY 63 Town University. He also...

...UNKNOWN © 1950 Thomas Telford Ltd 1950 OBITUARIES MEMBERS 328 OBITUARY OBITUARY EDWARD ALEXANDER CULLEN was born a t Brisbane, QueensIand, on the 21st December, 1861, and died there on the 13th April, 1950. After serving for 3 years on the Admiralty and Coast Survey of Queensland, he...

... STEEL ANCHORAGES STRESSING TENDONS TENSIONING FACTORIES CASTING STRUCTURAL MEMBERS RAILWAYS SLEEPERS PIPES HYDRAULIC PRESSES SHAFTS TUNNELS GALLERIES RESERVOIRS BRIDGES DECKS QUAYS FOUNDATIONS PILES GROUND CAISSONS HARBOURS WORKS DAMS COFFERDAMS BUILDINGS PYLONS AIRPORTS...

...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...

...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...

...A G Boorman © Thomas Telford Ltd 1948 ESTIMATING STRESS REINFORCED CONCRETE MEMBERS WORKING LOADS VARIATIONS INTERNAL CHANGE SHRINKAGE CREEP UNLOADED MEMBERS LOADED BENDING DIRECT COMPRESSION JOURNAL OF THEINSTITUTION OF CIVIL ENGINEERS. NO.2, 1948-49. DECEMBER 1948...

... SUPERSTRUCTURES DECKS SPECIFICATIONS LOADS DISTRIBUTION COMPRESSED AIR ILLNESS SICKNESS RAPID COMPRESSION CLAYS SILT LAYERS ROADS SURFACING SURFACES REDUCTION ECONOMICS PREDICTION SETTLEMENT PAINTING SAFETY CRANES RIVERS SPANS CANTILEVER SUSPENSION TOWERS BASES MEMBERS SUSPENDED...

... ERECTION TOWERS SPANS SUSPENDED CLOSURES MEMBERS PRESTRESSING EARTHQUAKES EFFECT DECKS STEELWORK PROTECTION SPECIFICATIONS HIGH TENSILE STEEL SELECTION COUNTRIES DEVELOPING STRESS HOWRAH BRIDGE CALCUTTA HOOGLY RIVER INDIA ASIA WARD AND BATESON ON THE NEW HOWRAH BRIDGE...

...C E INGLIS © Thomas Telford and ICE 1940 BRITISH AMERICAN ENGINEERING CONGRESS BRIAMEENGCON CRIPPLING LOADS COMPRESSION MEMBERS FRAMEWORK STIFF JOINTS RESEARCH STRUTS MATHEMATICS INVESTIGATIONS ANALYSIS FLEXIBILITY AXIAL PULL THRUST TERMINAL BENDING MOMENTS...

...SIR C D M HINDLEY © Thomas Telford and ICE 1940 BRITISH AMERIAN ENGINEERING CONGRESS BRIAMEENGCON IMPROVEMENT SOCIAL STATUS ECONOMICS MEMBERS PROFESSIONS ENGINEERS CIVIL ENGINEERING ETHICS STANDARDS INSTITUTIONS EDUCATION TRAINING PRACTICAL QUALIFICATIONS EXAMINATIONS...

... of painting, which was given as 100 per cent. excess in the case of lattice-girders, was really correct ; he thought that if the area had been calculated for 60-metre spans instead of for 70-metre spans the excesswould have beenmorenearly 50 per cent., and muchless if members of boxform had been used...

... STEEL PILES SHAFTS CONCRETE REINFORCED ABUTMENTS EARTHWORKS EMBANKMENTS WATER RAILS ROADWORKS SUPERSTRUCTURES ANCHORS FLANGES MEMBERS DECKS NAVIGATION HANGERS LATERAL JOISTS BASCULE MACHINERY STEELWORK PLATES ARCHES CONSTRUCTION BEARINGS DISPLACEMENT HIGH TENSILE...

.... The present Paper de& with only one of these trusses, and this had the form shown diagrammatically in Fig.l (p. 254). It was symmetrical about mid-span and was built up from plates to give members of 1 section throughout. To increase the sectionmodulus a t the ends of the vertical members next to theend posts...

...J F BAKER © Thomas Telford and ICE 1937 MODERN METHODS STRUCTURAL DESIGN STRENGTH STRUCTURES LOADS MEMBERS FRAMES BENDING MOMENTS STRESS BEAMS STANCHIONS JOURNAL OF THEINSTITUTION OF CIVIL ENGINEERS, NO.8. 1936-37. OCTOBER 1937 INSTITUTION LECTURE TO STUDENTS, 1936-37.1 I...

... had been found to be reduced permanently by 0 4 2 inch, and that the reason for that was not altogether clear. It was found that thedeformation-stresses showed little change in individual members, butthatthere was a substantialpermanentsetinall members, except the top chord. Was that permanent set...

... TENSION MEMBERS PARTIAL SOLUTIONS 196 RICHARDS ON STRESS-DETERMINATION FOR A Paper No. 5091. I Stress-Determination for a Three-DimensionRaligidJointed Framework by the Method of Systematic Relaxation of Constraints. By JOHNCHRISTIANRICHARDSB, .A., B.E. (Ordered by the Council to be published...