... MEASUREMENT CALCULATIONS TACHEOMETERS SOUNDINGS INSTRUMENTATION HYDROELECTRICITY LOCHABER SCOTLAND LOCH TREIG UK SELECTED ENGINEERING PAPERS. CEIXC ORIGIKALCOMMUNICATIONS ORDERED BY THE COUNCIL TO BE PUBLISHED WITHOUT DISCUSSION. No. 137. SURVEYWORK O N THE LOCHABEWR ATER-POWER SCHEME...

...E B COCKS © Thomas Telford and ICE 1932 GRAPHICAL EXPANSION THRUST STRESS STEAM PIPES POWER STATIONS TEMPERATURE RIGID ANCHORS BENDING MOMENTS TORSION PRESSURE CALCULATIONS RANGE CORRUGATED LAYOUT JOINTS PIPING SELECTED ENGINEERING PAPERS. BEING ORIGINAL...

...J F BAKER © Thomas Telford and ICE 1932 MECHANICAL MATHEMATICAL STRESS ANALYSIS STEEL BUILDING FRAMES MEMBERS MATHEMATICS CALCULATIONS BENDING MOMENTS SLOPES DEFLECTION TESTS MODELS CELLULOID BRASS SINGLE BAY DEAD LOADS SEMI RIGID CONNECTIONS SLIP CONSTANTS RIGID...

...R BENNETT © Thomas Telford and ICE 1931 PILES DRIVING CAPACITY SUPPORTING CALCULATIONS FORMULAE CONDITIONS PRACTICE THEORY RESISTANCE MODULUS ELASTICITY MATERIALS EFFICIENCY STEAM HAMMERS ANGLES INTERNAL FRICTION EARTH PRESSURE REINFORCED CONCRETE SELECTED...

...P J ROBINSON © Thomas Telford and ICE 1931 EFFECT RESERVOIRS AREAS DISCHARGES OVERFLOWS WEIRS CALCULATIONS SPILLS LENGTH STORAGE INFLOW HYDROGRAPHS OUTFLOW RETARDING TEMPORARY SELECTED ENGINEERING PAPERS. BEIKG ORIGINAL COMMUNICATIONSORDERED BY THE COUXCIL TO BE PUBLISHED...

... GENERALISED MATHEMATICAL EARTH PRESSURE WEDGES THEORY MATHEMATICS CALCULATIONS METHODS WALLS ABUTMENTS ...

...OHGK MOSELEY © Thomas Telford and ICE 1930 HAWKINS & TIPSON TENSILE STRENGTH MANILA ROPE MANILA ROPES LOADS FORMULAE CALCULATIONS SELECTED ENGINEERING PAPERS, BEINGORIGINAL CONXUNICATIONOSRDERED BY THE COUNCIL TO BE PUBLISHED WITHOUT DISCUSSION. No. 88. THE TENSILE...

...C H LOBBAN DEFLECTION PROBLEMS POSITIONS MAGNITUDE MAXIMUM GIRDERS TRUSSES LOADS CALCULATIONS CANTILEVER UNIFORM BEAMS SECTIONS STRINGERS SPANS W e 3nstitution of Givil Engineers, SELECTED ENGINEERING PAPERS. BEINGORIGINALCOM;~IUNICATIOONRDSERED BY THE C O U N O I ~ TO DE...

... whose axle-loadsdidnot exceed the maximum allowed for the group were selected, and their centre bending-moments as deduced from the maximumbending-moment a t thequarterspan were calculated for variousspans a t suitableintervalsfrom 1 foot to 300 feet. Their maximum end shearsand cross-girder...

...L G WILLS © Thomas Telford and ICE 1928 CONCENTRATED LOADS REINFORCED CONCRETE SLABS METHODS CALCULATIONS BENDING MOMENTS APPROXIMATE SOLUTIONS DEFLECTION EQUATIONS BEAMS Che 3netitution of Civil En~ineers, SELECTED ENGINEERING PAPERS. BEINQ ORIQINALCOMMUNICATIOONESDBRED...

... in thegraphs referred to hereafter. METHODOF INVESTIGATION. The investigation was based on the calculation of a representative series of 200 arches up to 300 feet span. The series was laid down so as readily to disclose by calculation the variation in stresses due to :- Span. Rise. Thickness a t crown...

...E H SALMON © Thomas Telford and ICE 1927 CHARACTERISTICS POINTS THEORY BENDING UNIFORM BENDS CALCULATIONS APPLICATIONS BEAMS CONTINUOUS GIRDERS METHODS GRAPHICAL MOMENTS INERTIA SPANS BRACKETS INFLUENCE GEOMETRY SELECTED ENGINEERING PAPERS. BEINGORIGINAL...

...H MAWSON © Thomas Telford and ICE 1927 TESTS CALCULATIONS EFFECT THROTTLING INLETS CHARACTERISTICS FANS AIR SUCTION PRESSURE SPEED METHODS VOLUME SELECTED ENGINEERING PAPERS. BEINGORIGINAL CONMUNICATIONORSDERED BY THE COUNCIL TO BE PUBLISHED WITHOUT DISCUSSION. No. 51...

...,in the following pages. PRINTED I N QREATBRITAIN BY WILLUX CLOWES AND SONS, LIMITED, LONDON AND BECCLES. THE INSTITUTION OF CIVILENGINEERS. ~ ~. -- SELECTEDENGINEERINGPAPERS. No. 55. The Surge-Chamber in Hydro-Electric Installations : Methods of Calculation. By REGINALSDORR; COLE, M.A., Assoc. M. INSTC..E...

...H MAWSON; FRANCIS © Thomas Telford and ICE 1927 LEADING METHODS CALCULATIONS DIMENSIONS SETTING OUT BLADES FORMS HYDRAULIC TURBINES MIXED PROPELLERS SPEED Ghe 3netitution of Cfofl EnQfneers. SELECTEDENGINEERING PAPERS. BEINGO) RIGINAL COMMUNICATIOONRSDERED BY THE COUNCIL...

...S BLENCOWE © Thomas Telford and ICE 1925 SIMPLIFIED TACHEOMETRY SCALE MEASUREMENT VERTICAL ANGLES METHODS CALCULATIONS TACHEOMETERS INSTRUMENTS INSTRUMENTATION SELECTED ENGINEERING PAPERS. BEINGORIGINAL COMMUNICATIONOSRDERED BP THB COUNCIL TO BE PUBLISIIED WITHOUT DISCUSSION...

...W T TAYLOR © Thomas Telford and ICE 1924 GRAPHICAL CALCULATIONS OVERHEAD ELECTRIC POWER TRANSMISSION LINES ELECTRICITY ENERGY VOLTAGE SIZE CONDUCTORS CHARTS SELECTED ENGINEERING PAPERS, BEINGORIGINALCOMMUNICATIOONRSDERED BY THE COUNCIL TO BE PUBLISHED WITHOUT DISCUSSION...

... stay-tension and the stay-loading per unit of length are known. I n -practice, it ia usual to calculate the horizont.al loadingonthcmastsdueto wind- pressure and triatic pull. These horizontal forccs are counteracted bythe horizontalcomponent of the stay-tension.Let T o denote the horizontalcomponent...

...S P SMITH; M G SAY © Thomas Telford and ICE 1923 ANALYTICAL VOLTAGE STEPS STARTERS SINGLE PHASE SERIES MOTORS SPEED STARTING CURRENTS LIMITS ELECTRICITY CALCULATIONS Gbe Snstitutiort of Civil Engineers. SELECTEDENGINEERINGPAPERS. BEING ORIGINALCOMMUNICATIONOSRDERED...

...R APPLEYARD © Thomas Telford and ICE 1923 CATENARIES MEASUREMENT METHODS DIP AERIAL WIRE OSCILLATIONS CURVATURE CALCULATIONS SELECTED ENGlNENftlNG 1 APFJRS. BEINGORIGINAL COMMUNICATIONS ORDERED BY THE COUNCIL TO BE PUBLISHED WITHOUT DISCUSSION. No. 9. CATENARY MEASUREMENTS. m...