...E G COKER; G P COLEMAN; MADISON MACHINERY INVESTIGATIONS SHEAR TESTS TIMBER PHOTOELASTIC TESTING MACHINES STRESS DISTRIBUTION CONTOURS STANDARDS COMPRESSION MEASUREMENT METHODS TRANSVERSE TENSION Ghe 3netitution of Civil Engineers. SELECTED ENGINEERING PAPERS, BEING ORIGINAL...

...E H BATEMAN © Thomas Telford and ICE 1934 STABILITY BUILDINGS FRAMES TALL MULTI STOREY THREE STOREY ANALYSIS BENDING MOMENTS HORIZONTAL LOADS DISTRIBUTION STIFFNESS VERTICAL BEAMS SELECTED ENGINEERING PAPERS. BEING ORIGINAL COMMUNICATIONSORDERED BY THE COUNCIL...

...A C VIVIAN; HOOKE © Thomas Telford and ICE 1934 ELASTICITY PLASTICITY STRESS PROPERTIES MATERIALS BENDING BEAMS STRAIN MATHEMATICAL TENSILE TESTS COMPRESSIVE TRANSVERSE DISTRIBUTION EQUATIONS LINK RATIOS MOMENTS RESISTANCE DEFLECTION METHODS LAWS SELECTED...

...R H ROBERTS © Thomas Telford and ICE 1934 RAIN FLOODS PHYSICAL TOPOGRAPHY RAINFALL RECORDS DISTRIBUTION STORMS RIVERS CATCHMENTS DURATION SPEED GATHERING RUNOFF FREQUENCY MARIMBA GATOOMA DOORNFONTEIN INYAGUI RIVER MAZOE RIVER ODZI RIVER UMRODSI RIVER UMWINDSI...

... )-bending moment taken by added plate plates and the shear force between the added and through plates whichwould occur if the addedflange-plateacted as an integral part of the girder. Distribution of shearstress on a vertical section near the end of the added Jlange-phe. In view of the fact that the added...

...G B WILLIAMS RAINFALL OFF FLOW STORAGE INVESTIGATIONS METEOROLOGY RECORDS DISTRIBUTION MONSOONS CATCHMENTS SURVEYS RIVERS PROBLEMS STATISTICS NAGPUR INDIA ASIA SELECTED ENGINEERING PAPERS. BEIKG ORIGINAL COMMUNICATIONSORDERED BY THE COUSCIL TO BE PUBLISHED WITHOUT...

..., in order to find the distribution of the load throughout the cast-iron arch-ribs, wrought-iron ties, and the subsidiary cast-iron parts of the superstructure. One. bridge of wrought iron built-uptroughing and one of rolled steel joists and deck-plates were tested in order to find the distribution...

...A J P PASHLER © Thomas Telford and ICE 1929 DEVELOPMENT HEATING BUILDINGS SYSTEMS INDIRECT RADIATION CONDUCTION CONVECTION DIRECT PIPES HEAT TRANSMISSION DISTRIBUTION DIRECT SELECTED ENGINEERING PAPERS, BEINGORIQINAL COMMUNICATIONORSDERED RP THE COUNCIL TO BE PUBLISHED...

...A C VIVIAN © Thomas Telford and ICE 1928 THEORY EARTH PRESSURE EQUATIONS STRESS DISTRIBUTION SE1,ECTED ENGINEERING PAPERS, BEING ORIQINALCONXUNICATIONOSRDERED BY THE COUNCIL TO BB PUBLISHED WITIIOUT DISCUSSION. No. 58. A THEORY OF EARTH-PRESSURES, BY M.ARTHUR CECIL VIVIAN, B.Sc...

...A C VIVIAN © Thomas Telford and ICE 1927 THEORY BENDING LOADS STRESS DISTRIBUTION PLANE TRANSVERSE SECTIONS BEAMS FORCES TENSION COMPRESSION INTERNAL PROPERTIES EQUATIONS MODULUS ELASTICITY SELECTED ENGINEERING PAPERS, BEINGORIGINAL COMMUNICATIONOSRDERED BY TEID COUNCIL...

... members, G square inches, in cross section. E = 13,000 tons persquare inch. The girder in question is designed to carry a dead load of 30 tons, uniformly distributed over the upper boom, and no liveload. I n the first place the girder will be supposed to carry its full load, but this will be concentrated...

...J W SPILLER DEFLECTION SUSPENSION BRIDGES STIFFENING UNSTIFFENED ELASTIC EXTENSIONS CABLES STIFFENED HORIZONTAL GIRDERS LOADS DISTRIBUTION UNIFORM SELECTED ENGIXEEKING PAPERS. BEING ORIGINAL COllIJIUNICdTIONS ORDERED BY THE COONCIL TO BE PUBLISHEDWITJIOUTI)lSCUSSIOX. x o . 1...