.... There was no visibility problem. 6. The two reinforced concrete towers are cantilevered from the edge beams Written discussion closes 15January 1983,for publication in Proceedings,Part 1 * Managing Director, Stressed Concrete Design Ltd. KRETSIS I 586 LYNE RAILWAY UNDERBRIDGE z0 U W D 0 (D cNu .C- v) .0- v) .E- 3 U d n...

...K KRETSIS © Thomas Telford and ICE 1967 STRESSED CONCRETE DESIGN STATIONS BEAMS DOUBLE HOLLOW WALLS DISTRIBUTION DISPLACEMENT DEFORMATION RAILWAYS TORSION PARAPETS SYMMETRIC TORQUE STRESS GOVERNING FORCES BRIDGES THIN GOVERNING EQUATIONS SHEAR UK NEW...

...J SINGLETON GREEN; R H EVANS © Thomas Telford and ICE 1955 STRESSED CONCRETE DESIGN CONCRETE PRESTRESSED APPLICATIONS WATER SUPPLY DRAINAGE LOSS STRESS PRESTRESS WIRE TANKS CABLES PRESTRESSING FRICTION 772 DISCUSSION ON APPLICATIONS OF PRESTRESSED accelerated...