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1-4 of 4
Keywords: EQUATIONS
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Journal Articles
The Institution of Civil Engineers Engineering Division Papers (1945) 3 (11): 28–40.
Published: 01 January 1945
...A J SUTTON PIPPARD; C O BOYSE; E S BROADHEAD; H D MORGAN; G M BOYD; J S HENZELL; P J WARD © Thomas Telford and ICE 1945 PROBLEMS CABLES BRACING DESIGN STRUCTURES EQUATIONS MASTS SHIPBUILDING METHODS STRESS ANALYSIS TENSION CONTROL STRAIN ENERGY 28 PIPPARD AND CHITTY...
Journal Articles
The Institution of Civil Engineers Engineering Division Papers (1942) 1 (3): 27–38.
Published: 01 January 1942
... that is, Integrating thisfor the first time overthe lengthof the curve, and integrating or the second time betweenthe same limits, y = C XX10 / $ + B X 1X/0x + D . or Equation (1)is the basic formula for the slope at anypoint, and equations ( 2 ) and ( 2 9 ) are thebasic formulas or the height or level at anypoint...
Journal Articles
The Institution of Civil Engineers Engineering Division Papers (1942) 1 (3): 1–26.
Published: 01 January 1942
...J J LEEMING ROADS CURVATURE SUPERELEVATION THEORY PROBLEMS DESIGN TRANSITION CURVES BIBLIOGRAPHY LENGTH SIGNS CARS VEHICLES LATERAL EQUATIONS SPEED CAMBER CANT FORCES TREATMENT THEINSTITUTION OF CIVILENGINEERS. ROAD CURVATURE AND SUPERELEVATION, BY J O :N JOSEPH LEEMING...
Journal Articles
LEEMING, PRICE, A J H CLAYTON, H C PLATTS, G L ROBB, F G ROYAL DAWSON, FGR DAWSON, D W M SMITH, H S KEEP, R A POWELL, G A WOOD, D F ORCHARD, J T THOMPSON, H A WARREN, L A BEAUFOY, G W M BOYCOTT, R H CUNNINGHAM
The Institution of Civil Engineers Engineering Division Papers (1942) 1 (3): 38–78.
Published: 01 January 1942
... HIGHWAYS THEORY ROADS DISTANCE LENGTH SPEED VEHICLES TRANSITION CURVATURE CAMBER SUPERELEVATION CANT EQUATIONS SAFETY FRICTION FORCES 38 DISCUSSION ON The following concludingnotesmay be of helpintacklingdesign problems. Sunmils or Perckshe Ministry of Transport recommend a minimum...
