... DETAILS TESTS MODELS DECKS BRACING CAMBER DEFORMATION ABUTMENTS TOWERS PIERS MATERIALS STEEL CONCRETE LOADS STRESS DEAD LIVE IMPACT CALCULATIONS DISTORTION THRUST SURVEYS CONSTRUCTION FABRICATION SHOPS LAYOUT BEARINGS PYLONS STEELWORK CRANES CABLES CONVERSION MEMBERS TWO...

... the aeronauticalconstructorrequires to know the weightand coefficient of traction of the machine, the velocity of flight, and the maximum gradient it is required to climb, the problem thenresolving itself intothe provision of ascren- propeller of sufficient diameter and appropriate pitch to supply the necessary thrust-reaction...

...H T NEWBIGIN © Thomas Telford and ICE 1914 THRUST BEARINGS FRICTION EFFICIENCY LUBRICATION TESTS VISCOSITY '' The Problem of the Thrust Bearing." By HENRYTHORNTONNEWIBIGIN, AsSoc. M. Inst. C.E. TEE ordinarypivotor collar thrust bearing is well known t o be rery ineficient...

...G R JEBB; W H ELLIS; H R SANKEY; G G STONEY; J GOODMAN; S Z E DE FERRANTI; H S BROOM; H T NEWBIGIN © Thomas Telford and ICE 1914 THRUST BEARINGS FRICTION OIL LUBRICATION Procceding DISCUSSION ON THE THRUST BEARING. 247 Discussion. The CHAIRMANi,n moving a vote...

...J H GIBSON; A KINGSBURY; O LASCHE; R MATTHEWS; A G M MICHELL; H T NEWBIGIN © Thomas Telford and ICE 1914 THRUST BEARINGS OIL LUBRICATION FRICTION Proceedings.] DISCUSSION ON THE THRUST BEARING. 257 a corresponding fall in friction,amounting t o 11", duetothe The Author. correct...

... and the resistance to thrust of concrete arch ribs. Theexperimentsare acontinuation of thosedetailed bythe Author in a previous Paper.l The Table(Appendix I) containsasummary of the Fig. 1. comparative results obtained by calculation and experiment, and these are graphically represented in the accompanying diagram...

...E P HILL © Thomas Telford and ICE 1893 THRUST FLUIDS PRESSURE PIPES BENDS FORCES 168 HILL ox THRUST OF FLUID-PRESSURE IN BEND-PIPES.[Selected (Paper No. 2724.) The Resultant Thrust of Fluid-Pressure in Bend-Pipes." By EIEXESPTRESCHOITLLA, ssoc. M. Inst. C.E. THEordinary methodfor...

...H A CUTLER © Thomas Telford and ICE 1886 STABILITY ARCHES EQUILIBRIUM BENDING MOMENTS LOADS FAILURES PRESSURE STRESS VOUSSOIRS CURVES RESISTANCE THRUST HORIZONTAL ABUTMENTS Selected Papers.] CUTLER ON STABILITY OB VOUSSOIR ARCHES. 217 SECT.11.-OTHER SELECTEDPAPERS...

...J GAUDARD; F G DELANO © Thomas Telford and ICE 1883 HORIZONTAL THRUST MASS SAND APPARATUS EXPERIMENTS WALLS 272 GAUDAILD OK THRUST OF A IIASS OF SAND. [Selected (Paper No. 1934.) ]Mr.'LNote on G. H.Darwin's Paper On the Horizontal Thrust of a Mass of Sand.' " By Prof...

...J BOUSSINESQ; F G DELANO © Thomas Telford and ICE 1883 LILLE SCIENCES FACULTY HORIZONTAL THRUST MASS SAND FRICTION ANGLES CALCULATIONS WALLS EXPERIMENTS FORMULAE 262 BOUSSINESQ ON THRUST OF A MASS OF SAND. [Selected (Paper No. 1935.) Note on Mr. (3, H. Darwin s Paper...

...G H DARWIN TRINITY COLLEGE CAMBRIDGE UNIVERSITY HORIZONTAL THRUST MASS SAND PRESSURE EXPERIMENTS APPARATUS FRICTION GRAPHICAL METHODS WALLS WEDGES © Thomas Telford and ICE 1883 350 G . H. DARWIN ON THRUST OF MASS OF SAND. [Selected (Paper No. 1904...

...W H BARLOW; A FLAMANT; J BOUSSINESQ; J GAUDARD; J C HAWKSHAW; G LIVESEY; C H MEYER; H PRINCE; G W SUTCLIFFE; H M WHITLEY; J E WILLIAMS; J D BALDRY; B BAKER © Thomas Telford and ICE 1881 LATERAL PRESSURE EARTHWORKS WALLS THRUST EARTH FRICTION RETAINING FORMULAE FORCES DOCKS...

... and cohesion of soils, and what is denominated the slope of maximum thrust ; but however well this may answer thepurpose of making a display of analytical t,ransformations, I cannot think it is at allcalculated to obtain any useful practical results. I should conceive that a set of experiments, made upon...

...B BAKER; W AIRY; L F V HARCOURT; J W BARRY; W B LEWIS; J B REDMAN; W ATKINSON; H LAW; E A BERNAYS; A GILES; W R BOUSFIELD; E BENEDICT © Thomas Telford and ICE 1881 LATERAL PRESSURE EARTHWORKS WALLS RETAINING FOUNDATIONS DOCKS THRUST FAILURES RAILWAYS HYDROSTATICS CLAYS EARTH...

... itself; or when the base is limited, the weight of the earthwork can be sustained ina vertical plane by a retaining wall. The theory of the thrust of earth against, and of the stability THE CONSOLIDATION OX EARTHWORKS. 218 of, retaining walls is well known. The theory does not aspire to exactness...

... STRENGTHENING PLATES HAUNCHES SUSPENSION ABUTMENTS MOVABLE SPANDRELS THRUST JOINTS EQUATIONS FORMULAE WROUGHT CAST PROPERTIES RAILWAYS DESIGN SPANS RESISTANCE DEFORMATION SUPPORTS STRENGTH CONTINUOUS DIAGONAL ( $2 ) December 6,1870. CHARLES B. VIGNOLES, F.R.S., President, in the Chair...

... of the free string :and thiswas done for every string in every case. The determination of the thrusts, which at first appeared a great obstacle, was reduced to that of determination of tensions by the following expedient: it waosbserved thathe effecotf a uniformly distributed load was to throw all the strings...

...W CUBITT; T SOPWITH; I K BRUNEL; W H BARLOW; A PELLATT; W S INMAN; R STEPHENSON; G P BIDDER; G SNELL © Thomas Telford and ICE 1846 ARCHES VOUSSOIRS LINES THRUST THRUST LINE EQUAL HORIZONTAL GEOMETRY CONSTRUCTION METHODS CALCULATING PRESSURE CURVES FORMULAE THEORY PRACTICE...

...W H BARLOW © Thomas Telford and ICE 1846 ARCHES VOUSSOIRS LINES THRUST THRUST LINE EQUAL HORIZONTAL GEOMETRY CONSTRUCTION METHODS CALCULATING PRESSURE THICKNESS JOINTS CATENARIES WEDGES CURVES ABUTMENTS CROWNS EQUILIBRIUM THEORY PRACTICE 162 BARLOW O N ARCHES...