...P R KNOWLES; BS 5950 © Thomas Telford and ICE 1991 PETER KNOWLES CASTELLATED BEAMS HISTORY METHODS STEEL CONSTRUCTION CALCULATIONS LOADS CARRYING CAPACITY DEFLECTION CASTELLATION INVENTIONS ELASTIC PLASTIC INTERACTIVE DESIGN CHARTS STANDARDS STRESS DISTRIBUTION...

...Z MANKO; VON MISES; PRANDTL REUSS © Thomas Telford and ICE 1985 WROCLAW TECHNICAL UNIVERSITY POLAND BRIDGES CAPACITY CARRYING FINITE STRIP STEEL ORTHOTROPIC DECKS PLATES NON ELASTIC STATE LONGITUDINAL RIBS EQUATIONS THEORY PLASTIC FLOW ELASTIC MATERIALS IDEAL...

...Z MANKO © Thomas Telford and ICE 1984 WROCLAW TECHNICAL UNIVERSITY POLAND MODELS INVESTIGATIONS STEEL BOX SPANS EXPERIMENTAL STUDIES LOADS LIMITING CARRYING CAPACITY STABILITY FORMS LOSS SHEET BRASS LOCAL DECKS DEPENDENT STIFFNESS RESEARCH CHARACTERISTICS...

... girders with reinforced web holes is proposed as the sum of four contributing factors: (i) the elastic critical load; (ii) the load carried by the membrane tension in the web in the post-critical stage; (iii) the load carried by the flange; and (iv)the load carried by the reinforcement. The elastic...

... been suggested for use in multi-storey buildings. It consists of battened steel channels with in-filled concrete. This Paper presents the data from tests on nine large-scale columns of this type. Their load-carrying capacities are compared with the ultimate loads predicted by some simple design...

... the reinforcement on the failure mode and load-carrying capabilities. It is suggested that the simple form of construction described is suitable for spanning openings in brickwork panels asanalternative to conventional lintel support. Introduction In the design and construction of masonry wall panels, openings...

... CARRYING RATIOS Proc. Insrn Ch.Engrs, Part 2, 1978, 65, Dec., 893-898 TN 185 Effective thickness and structural efficiency of cellular wallsand piers Introduction A cellular (diaphragm) wall is essentially a wide cavity brick wall braced by cross ribs of brickwork which ensure that the two leaves act...

...BE CLARK; CP 110 © Thomas Telford and ICE 1978 SALFORD UNIVERSITY SHEAR FLAT DESIGN CONCRETE DOCUMENTATION ZONES PRESTRESSED SECTIONS TENDONS STRENGTH SLABS PROCEDURE THEORY CARRYING ACTION CAPACITY UNCRACKED CODES POST TENSIONED FLOORS REINFORCED PLATES...

... EXPERIMENTS DEPTH CARRYING MANUFACTURE SHEAR BEAMS STIRRUPS CALCULATIONS REINFORCED DATA CAPACITY MATERIALS INDIA ASIA Proc. Inrtn Civ. Engrs, Part 2, 1977, 63,June, 427440 8003 Wire mesahsear reinforcement in concrete \ The performance of wire mesh as shear reinforcementof reinforced...

... BUCKLING EFFECT INTERMITTENT WORKMANSHIP TORSIONAL CARRYING INSTRUMENTATION COMPRESSION SECTIONS CONNECTIONS PLATES RATIOS RESIDUAL CONTINUOUS INTERIM FAILURES CAPACITY Proc. Instn Ciu. Engrs. Part 2, 1911. 63, Mar., 1-20 7975 Influence on strengthof compression panels of stiffener...

... PANELS SPANS FAILURES DIAGRAMS CONCRETE TECHNICAL FINITE ELEMENTS CARRYING ANALYTICAL PRESTRESSED THIN BENDING TESTING TESTS TRANSVERSE SLENDERNESS DEPTH COMPRESSION OUT OF PLANE STRUTS MEMORANDA ANALYSIS CAPACITY STUDIES Proc. Insfn Civ. Engrs, Part 2, 1977, 63, Mar., 123-135...

...P DAVIES; KO KEMP; AC WALKER ANALYSIS AXIAL SUPPORTS TESTS METHODS SYSTEMS EXPERIMENTS UNLOADING COMPRESSION BUCKLING CARRYING FAILURES LOADS STEEL YIELD SHEAR PLASTIC DEFLECTION STRIP PATH FORCES PROBLEMS CAPACITY MECHANISMS SIMPLE PLATES LINES STRESS ZONES PLOTS...

...AA AGLAN; RG REDWOOD © Thomas Telford and ICE 1974 MCGILL UNIVERSITY MONTREAL WEBS CASTELLATED CARRYING MOMENTS LOADS FAILURES FINITE DIFFERENCE STRESS MATERIALS HARDENING PLASTICITY PROPERTIES AIDS BUCKLING POSTS CAPACITY SHEARING STRAIN INSTABILITY YIELD BEAMS...

...CK HASWELL; JB BURLAND; GM CORNFIELD © Thomas Telford and ICE 1973 PREDICTION CAPACITY METHODS ANALYSIS SHAFTS STRENGTH LOADS PILES EFFECTIVE CLAYS TESTS CARRYING FOUNDATIONS STRESS ADHESION UNDRAINED PILING GROUP INFORMAL DISCUSSION Prediction of the load carrying...

... in accordance with the provisions of RS 153, Part 3A, Girder Bridges: Loads. As part of the requirement of ultimate load design the beam was to carry, without collapse, a total load equal to 1.5 times the dead load and 2.5 times the imposed live load, which in this case was equivalent to abouttwice the sum...

...SK GHOSH; M SARGIN; VK HANDA © Thomas Telford and ICE 1971 WATERLOO UNIVERSITY EFFECTIVE CONCRETE LOADS COVERS COMPRESSION CARRYING REINFORCED MEMBERS CAPACITY 7352 SYNOPSIS The effectiveness of cover in reinforced concretecompression members S. K. GHOSH, BE. MASc.AMASCE...

...HG FOLLENFANT; AC DALGLIESH UK VICTORIA LINE LONDON VICTORIA LINE MASS CAPACITY BUSES TRANSPORT RAILWAYS TRANSPORTATION ROADS PRIVATE RAPID TRANSIT UNDERGROUND CARRYING CARS PUBLIC URBAN CITIES © Thomas Telford and ICE 1969 ADDENDUM TO REPORT...

...R HOOKE; B RAWLINGS The following isa summary ofa paper to bepublished as asupplement to the Proceedings. For details of h o w t oorder see News Section of this issue. 7232 S Investigationintothemethods of predicting post-elastic load- carrying properties ofclamped, uniformly loaded rectangular...

...K I MAJID; D ANDERSON © Thomas Telford and ICE 1968 ASTON UNIVERSITY ELASTIC FRAMES EFFECT ULTIMATE MEMBERS ANALYSIS HINGES BEHAVIOUR MOMENTS TALL DESIGN COMPUTERS INSTABILITY CARRYING AXIAL DEVELOPMENT METHODS PROGRAMS BUILDINGS SWAY MULTI STOREY STIFFNESS...

...A E LONG; S D LASH; D BOND; P Y TONG; P REGAN © Thomas Telford and ICE 1968 IMPERIAL COLLEGE QUEENS UNIVERSITY KINGSTON FAILURES CONCRETE CALCULATIONS CRACKS CARRYING PUNCHING SLABS LOADS CRACKING CAPACITY REINFORCED THEORY SHEAR ULTIMATE 7002 DISCUSSION Punching...