.... Correspondence Professor R. G. Robertson,of Cape Town, South Africa, congratulated the Author on his method, and suggested that he might consider the following proposal in regard to stage (4)of his calculation. The torsion resistance of twin ribs, treated asone single member, might be found to be affected...

... ALUMINIUM ROOFS LOADS TESTS RIBS FRAMEWORK MODELS RINGS GIRDERS LONDON SOUTH BANK UK 402 DISCUSSION OTNHSTERUCTURADLESIGN OF THE Discussion The Author introduced the Paper with the aid of a series of lantern slides. Professor A. J. S. Pippard observed that the structure described...

...G ROBERTS; SIR R FREEMAN FREEMAN DOME OF DISCOVERY DOMES FESTIVALS STRUCTURAL DESIGN ALUMINIUM ALLOYS FRAMEWORK RIBS RINGS GIRDERS SOLUTIONS PROBLEMS STRESS ANALYSIS MATERIALS SELECTION LOADING WIND MODELS LOADS TESTS SNOW MEASUREMENT LONDON SOUTH BANK...

... HANGERS RIBS DAMPING CONFIGURATION AMPLITUDE FORCED ESTIMATES LOADING ESTIMATING TIES STRINGERS SLABS BEHAVIOUR NATURAL FREQUENCIES PROTOTYPES WITWATERSRAND UNIVERSITY UMHLATUZI ZULULAND SOUTH AFRICA AFRICA 50 OCKLLSTON ON THIE EFFECT OF S IATIC AND DYNAMICLOADS Paper...

...C G SEXTON; FREYSSINNET © Thomas Telford and ICE 1947 J C GAMMON PRESTRESSED REINFORCED CONCRETE HANGARS AIRPORTS CONSTRUCTION METHODS ROOFS FRAMEWORK COUNTRIES DEVELOPING BEAMS CALCULATIONS SHELLS EDGES RIBS CABLES ERECTION PRESTRESSING MAIN STRESS DEFLECTION...

...C G SEXTON © Thomas Telford and ICE 1946 J C GAMMON CONSTRUCTION BRIDGES CORONATION BRIDGE RIVERS ROPEWAYS PLANT SPANS MATERIALS ARCHES RIBS ANCHORAGES CLOSURES REMOVAL TIES DECKS CANTILEVER TISTA RIVER NORTH BENGAL INDIA ASIA 384 SEXTON...

...N B HOBBS © Thomas Telford and ICE 1945 ARCHES PINS REINFORCED CONCRETE BRIDGES SPANS RIBS CARRIAGEWAYS HINGES DESIGN METHODS 202 IIOBBS ON THE THREE-PIN ARCH FOR Paper No. 5428. The Three-Pin Arch for Reinforced-ConcreteBridges. By NOELBAMBURHYOBBSB, .A., Stud. Inst. C.E...

...V F BARTLETT; J Y DANKS © Thomas Telford and ICE 1941 LONDON POWER COMPANY STEEL PEDESTALS HEAVY COLUMNS LOADING POWER STATIONS GRILLAGES STEELWORK DIMENSIONS DESIGN WELDING RIBS SITES ERECTION COSTS WEIGHT BATTERSEA STAT. LONDON UK BARTLETT AND DANKS...

...A M HAMILTON; E B COCKS; C O BOYSE; S P WING © Thomas Telford and ICE 1940 HANGARS DESIGN DISTRIBUTION WIND PRESSURE STRESS ANALYSIS PORTAL FRAMES TESTS SAFETY FACTORS PLANT EXPERIMENTS EFFECT LOADS LIGHT STRUCTURES LOADING RIBS CORRESPONDENCE ON SOMAESPECTS...

...A M HAMILTON; E B COCKS NATIONAL PHYSICAL LABORATORY CALLENDER CABLE & CONSTRUCTION HANGARS DESIGN WIND PRESSURE PORTAL FRAMES STANDARDISATION ANALYSIS RIBS ENDS MODELS CONDITIONS CAPACITY FORCES SHEAR LOADS DEAD DOORS FRONTAGES EFFECT SHEDS ROOFS...

...G M BINNIE © Thomas Telford and ICE 1938 HONG KONG ASIA MODELS EXPERIMENTS BELLMOUTHS SIPHONS OVERFLOWS SPILLWAYS DESIGN INFLUENCE SCALE EFFECT APPARATUS WEIRS FORMULAE APPLICATIONS VORTEX RIBS VENTS AIR MODELLING THEORY BENDS DISCHARGES MODELLING SHAPE...

... FOUNDATIONS SIMPLEX ABUTMENTS SPANS TEMPORARY LOADS ALLUVIAL SOILS RIBS BENDING MOMENTS BEAMS TIES TIE BEAMS HANGERS ROCKERS BRACING OVERHEAD RAFTS COUNTRIES DEVELOPING THREE HINGED HINGES CALCUTTA ALIPORE CHITPORE TOLLYGUNGE DUM DUM BENGAL TOLLYS NULLAH INDIA ASIA...

... SPREAD BRICKS MASONRY RIBS IDEAL UNRESTRAINED STRENGTH CONSTRUCTION STEEL ELASTICITY MODULUS VAULTS THREE PINNED DISCUSSION ON THE MECHANICS OF THE VOUSSOIR ARCH. 5 Discussion. The PRESIDENsaTid that when the Council of The Institution hadThe President. considered the allocation...

... by the usual treatment. He considered the arch tboe an encastrk rib and determinedthe resultant actions a t all sections by the method of minimum strain-energy. If, a t any section,tension was developed in the material, the area subjected to tension was supposed to be removed, thus leaving an effective arch...

... RIBS PIPPARD AND SPARKES ON STRUCTURAL DESIGN PROBLEMS. 79 Paper No. 5062. Simple Experimental Solutions of Certain Structural DesignProblems. By Professor ALFREDJOHNSUTTOPNIPPARDM,.B.E., D.Sc., M. Inst. C.E., and STANLEYROBERTSPARKESM, .Sc. (Ordered by the Council to be published with written...