... of the arch and it wouldbe advantageous if the Table included the wind moments there, and also gave the moment in a vertical plane due to wind, as that shown was stated to Le the transverse moment. The Author, in reply, expressed his appreciation of Professor Robertson s observations and acknowledged...

...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...

...J G WELSH 562 WELSH ON MOMENT DISTRIBUTION I N Paper No. 5792 " Moment Distribution in Structures on Elastic Foundations " bY JOHNGRAHAMWELSHB, .Sc., A.M.I.C.E. t(Ordered by the Council to be published with written discu.ssio,i) INTRODUCTION THEPaper presents a simple method for including...

... (April 1950). Correspondence by Professor Robertson, J. Inetn Civ. Engrs, Oct. Suppl. (1950), p. 395. U1 iv CORRESPONDTEHONENCE CALCULATION OF hinges-was self-evident, but if any confirmation were needed, it appeared that joints 1, 3, 4,5 , 8, 9, and 10 of the Authors example had higher moments than...

... for pre-stressing any framework in order to produce the maximum moments a t all possible sections of a frame. Any framework could be made statically determinate by introducing thesamenumber of hinges as there were redundancies. Pre-strain moments could then be introduced a t each hinge and, owing to those...

... on the calculation of the load a t which astructure collapsesowing to excessive plastic deformation.1 These methodsassume thatthe bendingmoment a t any cross-section cannot exceed a limiting value, termed the fully plastic moment, a t which th8 entire cross-section is flowing plastically, so that the curvature can...

... 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...

...J F BAKER; C LILLICRAP; F A PARTRIDGE; A C VIVIAN; H L COX; W A MITCHELL; E H BATEMAN; A J S PIPPARD; A W HENDRY © 1949 Thomas Telford Ltd 1949 INVESTIGATIONS BEHAVIOUR STEEL FRAMES PLASTIC RANGE PORTAL LOADS AIRCRAFT SHIPS DESIGN METHODS MOMENTS TESTS 224 BAKER...

... MOMENTS EQUATIONS WILLIAMS AND BADLAND ON THEEFBECTOB LATERALLOADS ON STEEL-FRAMEDBUILDINGS. 117 Paper No. 5662. ( The Effect of Lateral Loads on Steel-framed Buildings. * By EDWARLDEADER WILLUS, B.Sc., and PERCYALFREDBADLAND, B.Sc., A.MM.1.C.E. (Ordered by the Council to be published with written...

...J L MATHESON; L A BEAUFOY; H J COWAN © Thomas Telford and ICE 1948 MOMENTS DISTRIBUTION APPLIED RECTANGULAR RIGID SPACE FRAMES TORSIONAL RIGIDITY STIFFNESS REINFORCED CONCRETE BEAMS EFFECTS IN DAMS, PARTICULA4RTO ASWAN DAM. 415 or gate wells) in the Paper; the omission...

... and theadditional material w&q concrete, the sliding joint on non-corrosiveplates was the safer alternative. Paper No. 5558. Moment Distribution Applied to Rectangular Rigid Space frames." By JAMELSOUIS&THESON, M.B.E., Ph.D., A.M.I.C.E. (Ordered by the Couwil to be published with written discussion.)t TABLE...

... . . . . . . . . . . . . . . . . . . . . 470 Object of the Paper . . . . . . . . . . . . . . . . . . 471 Basic theory . . . . . . . . . . . . . . . . . . . . 472 Numerical application . . . . . . . . . . . . . . . . . 480 Comparison with results obtained by other methods . . . . . . . . 485 Stiffening truss with non-uniform moment of inertia...

... . . . . . . . . . . . . . . . . . 123 Preliminacryalculation Detailecdalculation . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. 123 124 The neutral axis and moment of inertia of a reinforced-concrete section . 124 Deflexion of the mast a t a stayed level in terms of the applied force at that level...

...J L MATHESON; R J CORNISH; A J FRANCIS; S J MAZUR; E SHEPLEY © Thomas Telford and ICE 1945 PROBLEMS SWAY COMPLICATED RIGID FRAMES METHODS CALCULATIONS DEFORMATION EQUATIONS STRUCTURAL ANALYSIS MOMENTS DISTRIBUTION MULTI STOREY SLOPING LEGS CORRESPONDENCE ON DREDGING...

... MOMENTS STRESS COSTS STEELWORK ECONOMICS BIRCHENOUGH OTTO BEIT SABI ZAMBESI ZAMBEZI RHODESIA ZIMBABWE AFRICA CORRESPONDENCE ON THEDESIGNANDERECTlON OF THE BIRCHENOUGH AXD OTT0BEITBRIDGESR, HODESIA. 5% CORRESPONDENCE ON PAPERSPUBLISHED IN M-4Y 1945 JOURNAL. Paper No. 5463...

...Y L CHANG © Thomas Telford and ICE 1944 BENDING MOMENTS EPSTEIN CLAPEYRON FIDLER HARDY CROSS METHODS CONTINUOUS STRUCTURAL SYSTEMS ACCURACY ADAPTABILITY DESIGN EQUATIONS SLOPES DEFLECTION 94 YO-LICNHAGNG ON UNIFIED MOMENT COEFFICIENTS. Paper No. 5401. Unified Moment...

...C E REYNOLDS; J A TODD; A E SEDDON CORRESPONDENCE ON THE MOMENT DISTRIBUTION METHOD. 431 Paper No. 5409. t( L The Moment Distribution Method. By JOHANRTHURTODDP, h.D. Correspondence. Mr. C. E. Reynolds observed that in the final paragraph of the Paper, the Author hadmentioned that actual errors...