...W T MARSHALL; C N HOO © Thomas Telford and ICE 1951 EXPERIMENTAL INVESTIGATIONS STRESS ANGLES BRACKETS EXPERIMENTS BOLTS MEASUREMENT STRAIN GAUGES APPARATUS INSTRUMENTATION PHOTOELASTIC METHODS TECHNIQUES FROZEN PLATES T SECTIONS SECTIONS DISTRIBUTION BENDING MOMENTS...

... in angle at thehinges due to pre-strain moments would best be found by an extension of Mohr s Moment Area method, by which the slope induced by known moments in anyframe would be given by the moment of the area of the bending-moment diagram, as hasbeen previously described 1 by Professor Robertson...

...E D MEASOR; D H NEW; I S S GREEVES; V A MORGAN; H J COWAN; S ARMSTRONG © Thomas Telford and ICE 1951 DESIGN CONSTRUCTION HALLS EXCAVATING GROUNDWATER PROBLEMS EXCAVATIONS LOWERING WELLPOINT BENDING TORSION METHODS DEWATERING SOUTH BANK LONDON ROYAL FESTIVAL HALL...

...-stressed Beams in Bending. M.Sc. Thesia (in course of preparation). 18. R. H. Evam, The Plastic Theories for the Ultimate Strength of ReinforcedConcrete Beams. J. Instn Civ. Engrs, vol. 21, p. 98 (December 1943). The Paper is accompanied by ten photographs and sixteen sheets of &agrams, from which...

...A L L BAKER Synopsis The Paper presents a general plastic theory for the solution of statically indeterminate reinforced-concrete frameworks, and also for calculating the ultimate strength in bending of reinforced-concrete and pre-stressed-concrete beams, of both bonded and non-bonded types...

..., and from differential heating. The loading on anchor-blocks and buttress-blocks ia considered. Formulae are given for the spacing of ring-supports necessary to keep the combined stresses due to bending, eccentricities in alignment, temperature changes, and fluid pressure, within safe limits when judged...

...,lthough notall simultaneously,if the various extreme loadlimits were such that failure by incremental collapse just occurred. Such aguess enablesthe residual bending moments in the whole frame to be calculated, and hence the extreme values of the bending moments everywhere in the frame. If none...

... NUMERICAL SHAKEDOWN ELASTIC PLASTIC BEHAVIOUR BENDING MOMENTS CURVATURE RELATIONS BROWN UNIVERSITY PROVIDENCE CAMBRIDGE UNIVERSITY SYMONDS ANDNEALON THE CALCULATION OF FAILURE LOADS 41 ON PLANE FRAMES UNDER ARBITRARY LOADING PROGRAMMES The Calculation of Failure Loads on Plane Frames under...

... the heading Conclusions (p. 35, post). STATEMENOTF PROBLEM The concept of plastic collapse for aframerests essentially on the assumption that, irrespective of the previous loading-history, a beam can withstand only acertainmaximum bending moment,termed the fully plastic moment,l a t which the curvaturecan...

...W T MARSHALL; A GOLDSTEIN; K HAJNAL KONYI © 1950 Thomas Telford Ltd 1950 METHODS CALCULATIONS SECONDARY STRESS CYLINDRICAL SHELLS ROOFS LOADS BENDING MOMENTS 344 CORRESPONDENCOEN A METHOD OF DETERMININTGHE 11.05 f e e t a range nearer to the normal range a t springs...

... which are of fundamental importance in the plastic theory of structures. © 1950 Thomas Telford Ltd 1950 PLASTIC THEORY STRUCTURES COLLAPSE LOADS DUCTILITY FORCES PLASTIC HINGES MECHANISMS DEFLECTION DEFORMATION CONDITIONS EQUILIBRIUM RATIOS BENDING MOMENTS 174 HORNE...

...M L J DE MARASSE-ENOUF RAILWAYS TRACK DESIGN STRAIGHT CURVED POINTS CROSSINGS STRESS CALCULATIONS CONDITIONS STATIC LOADS DYNAMICS IMPACT VEHICLES WHEELS WEIGHT DISTRIBUTION ROLLING STOCK TRAINS CARRIAGES WAGONS FLANGES BENDING RAILS TRAFFIC HIGH SPEED DE MARENOUF...

...T P O'Sullivan © 1949 Thomas Telford Ltd 1949 ECONOMICS DESIGN RECTANGULAR REINFORCED CONCRETE SECTIONS STRESS STEEL FACTORS DIRECT RESISTANCE INDUCED TENSILE COMPRESSIVE LOADS APPLIED EFFECT PHASE BENDING O SULLIVAN ON TEE ECONOMC DESIGN OF RECTANGULAR REINFORCED...

...B F SAURIN; J CUEREL; A F HAXTON; G H HODGSON; D H LITTLE; G P MANNING; W HUGHES © Thomas Telford Ltd 1949 DESIGN REINFORCED CONCRETE PILES REINFORCEMENT LONGITUDINAL TRANSVERSE SHOES BREAKAGES FRACTURE STRENGTH STRESS STEEL MORTAR TESTS CURING CIMENT FONDU BENDING...

...J F BAKER © Thomas Telford Ltd 1949 INVESTIGATIONS BEHAVIOUR STEEL FRAMES PLASTIC RANGE THEORY BEAMS PORTAL DESIGN SINGLE BAY LOADS FACTORS CONTINUOUS STANCHIONS BENDING CURVATURE LATERAL INSTABILITY CAMBRIDGE UNIVERSITY 188 BAKER ON A REVIEW O F RECENT...

...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...

...K BILLIG © Thomas Telford and ICE 1948 RUSSIAN BUILDING RESEARCH STATION STROYTEL MOSCOW ZNIPS VACUUM CONCRETE TECHNOLOGY TREATMENT PROPERTIES EQUIPMENT PRACTICE MIXERS METHODS COMPOSITION PENETRATION CHAMBERS CEMENT CURING COMPRESSIVE STRENGTH BENDING RESISTANCE...

... members in torsion 224 . . . . . . . . . . . . . . . .Carry-overin torsion 224 Distribution when the moment is divided between a member in bending and one in torsion . . . . . . . . . . . . . . . . . . 224 Part 11.-Basis of the . . .Conclusione .Acknowledgements m.eth.od .. . . . . . . . . . . Appendix I...

... assume uniform hanger pul,and &e bulk otf the work can be done on a dide rule ; but it will be feud that, as presented by Timoshenko, the expressions for bending moment converge t,oo sIow y. Hardesty and Wessman give quarter-point and centre-span moments for loaded lengths which are stated t o give...

... . . . . . . 128 Ultimate loads-factors of safety. . . . . . . . . . . . . 129 Application to presentdesign . . . . . . . . . . . . . . . 130 Arrangement of stays and choice of mast sections . . . . . . . . 130 Moments of inertia of mast sections. bending moment and shear force dia- grams-initial adjustment...