... PRESSURE STANCHIONS INITIAL TENSION TESTS SHEAR SIMPLE ANALYSIS DATA DESIGN JOURNAL OF THE INSTITUTION OF CIVIL ENGINEERS No. 10. 1950-51 DECEMBER 1951 Paper No. 5824 An Experimental Investigation of the Stresses in Angle Brackets t bY PROFESSOWRILLIAM THOMAS MARSHPAhL.DL B.Sc.(EngA.M.I.C.E...

... on straight (Span 25'-3&7 Viaduct stringer on curve (Span 25'-31') I I I I I I 1Tension Compn. Tension Compn. Tension Comon. Deadload (B): Live load (L): Impact(I): + +Total ( D L I ) : Permissible stress: Wind load (W): Longitudinal force (E): Centrifugal force (C): stress: Total(UtL+I+IL Permissible...

...J P HARDING; K BILLIG; S K CHASWALLA; H TOOLEY © Thomas Telford and ICE 1947 RECONSTRUCTION TUBULAR STEEL RADIO MASTS REINFORCED CONCRETE PRESTRESSED WIND PRESSURE ESTIMATING TEMPERATURE STRESS STAYS TENSION 464 CORRESPONDENCE ON THE RECONSTRUCTION OF TEN CORRESPONDENCE...

...J F DOUGLAS © Thomas Telford and ICE 1947 ADHESION BINDERS AGGREGATES FAILURES ROADS CONSTRUCTION SURFACES TENSION MEASUREMENT INTERFACIAL ADSORPTION LIQUIDS DISPLACEMENT CHEMICAL TESTS ACIDITY ALKALINITY EFFECT CHARACTERISTICS MINERALS COMPOSITION TEXTURE POROSITY...

... DESIGN LOADING TEMPERATURE VIBRATIONS ULTIMATE SAFETY FACTORS STAYS SECTIONS BENDING SHEAR FORCES ADJUSTMENT EARTHING CONSTRUCTION REINFORCEMENT FOUNDATIONS ANCHORS BLOCKS CONCRETING TENSION METHODS BRIDLES FITTINGS POSITIONING NEUTRAL AXIS CALCULATIONS LEAFIELD UK...

...S PACKSHAW; R V ALLIN; H Q GOLDER; A L BELL; F L KASSEL; D H LITTLE © Thomas Telford and ICE 1946 EARTH PRESSURE RESISTANCE FORMULAE COHESION FRICTION TENSION CRACKS WALLS COHESIVE SOILS 628 CORRESPONDENCE ON EARTH PRESSURE AND EARTH RESISTANCE. CORRESPONDENCE...

... soil. Coeacient af term proportional to oohesion. Depth af tension craoks. Height equivalent to superload. Total passive resistance in front of a wall. ' Coefficient for resistance of cohesionless soils. Coefficient of weight term in equationfor resistance of cohesive soils. Coefficient of cohesion...

... SUPERSTRUCTURES FRAGILITY REVERSE LOADING BENDING TENSION JOURNAL OF THEINSTITUTION OF CIVIL ENGINEERS. OCTOBER 1944 : SUPPLEMENT CORRESPONDENCE ON A PAPERPUBLISHED I N XOVEMBER 1943 JOURNAL. Paper No. 5347. The Use of Pre-cast Pre-stressed Concrete Beams in Bridge Deck Constructiont By ALAN ANDREPWAULB...

...C E REYNOLDS; C V BLUMFIELD; J CUEREL; K HAJNAL KONYI © Thomas Telford and ICE 1944 HIGH YIELD BRITISH STANDARDS STRESS STEEL COLUMNS BEAMS REINFORCEMENT CRACKS SLABS BONDS RESISTANCE TENSION CONCRETE BARS METHODS DESIGN TWISTED JETTIES IN EXPOSED ROADSTEEATDCS...

...R H EVANS; J L M MORRISON; R H WOOD © Thomas Telford and ICE 1942 MACHINERY RATES LOADING MECHANICAL PROPERTIES MATERIALS TESTS STEEL LOADS RAPID TESTING MACHINES CONCRETE COLUMNS TENSION HIGH SPEED CORRESPONDENCE ON EFFECT OF RATE OLFOADING. 563 Paper No. 5302...

... inch in diameter, with a tensile strength of from 150 tons to 175 tons per square inch, and also steel bars with no bond between the steel and concrete, the bars thus acting as tie-rods. The permissible stress in the piano-wire tension reinforcement is approximatelythreetimes that in the high-tension...

...R J ATKINSON; R V SOUTHWELL © Thomas Telford and ICE 1939 BRIDGES SUSPENSION STIFFENED TRUSSES TREATMENT RELAXATION SPANS CABLES STRESS LOADS DISTRIBUTION RODS VERTICAL GIRDERS ELASTIC TENSION THEORY ELASTICITY DISPLACEMENT HORIZONTAL PROPERTIES PROBLEMS METHODS...

.... 314 ON DISCUSSION THE neglected, then the resulting tension in the cable did not satisfy the conditionthaitts horizontal component had to be uniform. Professor Timoshenko apparently missed that point for avery curious reason, namely because he derived his expression for the cable-tension...

... ELASTIC TENSION TENSILE 170 EVANS AND MOOREONEXPERIMENTS ON Paper No. 5178. Experiments on Stress-Distribution in ReinforcedConcrete Arches. By RHYDWYNHARDIWEGVANSM, .Sc., Ph.D., Assoc. M. Inst. C.E., and IVANGEOFFREYMOORE,Ph.D., Stud.Inst. C.E. (Ordered by the Council to be published...

...T P O SULLIVAN © Thomas Telford and ICE 1939 SECTIONS CONCRETE REINFORCED DESIGN STEEL BENDING MOMENTS LOADS TENSION REINFORCEMENT TENSILE COMPRESSIVE PROPORTIONS ECONOMICS ANALYSIS COMPRESSION 168 O'SULLIVAN ON THE ECONOMIC PROPORTIONS OF STEEL Paper No. 5199...

...SIR A GIBB; A J S PIPPARD; N DAVEY; C E INGLIS; L CHITTY; R V SOUTHWELL; C S CHETTOE; J S WILSON; H C ADAMS; BRS © Thomas Telford and ICE 1937 MECHANICS VOUSSOIRS ARCHES BRIDGES ROADS TESTS SPANS LOADS HINGES THEORY PROBLEMS MORTAR FORMULAE PINS TENSION RESISTANCE...

...J C RICHARDS STRESS THREE DIMENSIONAL RIGID JOINTED FRAMEWORK METHODS SYSTEMATIC RELAXATION CONSTRAINTS STRUCTURES PROBLEMS STEEL COLUMNS GIRDERS LOADING FLEXURAL TORSIONAL RIGIDITY LOADS FRAMES YOUNGS MODULUS RATIOS SHEAR TORSION TENSION MEMBERS PARTIAL SOLUTIONS...

... that information should be obtained on the allied problems of the amount of tension and compressionsteel that it was advisable to provide over supports and a t column-junctions in continuous beams. In order to illustrate theprocess of redistribution, the simple case of a built-in beam carrying a central load...