...J ALLEN; D L DESHPANDE © Thomas Telford and ICE 1934 DESIGN PIERS BRIDGES SLUICES DAMS INVESTIGATIONS AIDS MODELS EXPERIMENTS MEASUREMENT WOOD DISCHARGES VELOCITY LEVELS LENGTH PITCH SPACING MODELS BARRAGES DEPTH SELECTED ENGINEERING PAPERS. BEING ORIGINAL...

... in the central portion of t h e chasm failed t o reach rock. The type of bridgc originally considered was a steel girder-bridge, with a central span of 825 feet to secure a rock foundation for all piers, but its cost was deemed prohibitive, and an alternativedesign, with the central piers founded on the sand...

...W BLACKADDER DIRECT METHODS CONSTRUCTION INFLUENCE LINES CONTINUOUS GIRDERS SPANS INERTIA MOMENTS SECTIONS CONSTANT BENDING SHEARING FORCES PIERS BEAMS REACTIONS SELECTED ENGINEERING PAPERS, BEINGORIGINAL COMMUNICATIONSORDERED BY THE OOUNCIL TO BE PUBLISHED WITHOUT...

.... The normal range of spring tides is about 10 feet. GENERALDESCRIPTIOIY. The bridge (Figs. 1, Plate 1)has threespans, witha length between the faces of the abutments of 400 feet. The central span consists of two similar Scherzer rolling-lift leaves. This span is 134 feet long between centres of piers, witha...

...F W H DOWNING © Thomas Telford and ICE 1929 WEIRS BARRAGES VALLEYS RIVERS PROJECTS EXCAVATING FOUNDATIONS EXPANSION JOINTS SUPERSTRUCTURES PIERS REGULATORS STEELWORK DIVERSION ISLAM WEIR SUTLEJ VALLEY INDIA PAKISTAN ASIA SFXECTED ENGIXEERIHG PAPERS...

.... The piers and abutments were faced with Pork stone and Bramley Fall stone, andthehearting consisted of brickwork in lime mortar. As first constructed each span consisted of two wrought-iron lattice girders 15 feet 3 inches in depth, with cross girders 14 inches in depth and 3 feet 6 inches apart...

...,export, and coast-wise traffic had increased in the year 1917 by 164 per cent. over the year 1913. It was, therefore, recommended that caomprehensive scheme for wharf-area, piers, railway-terminals, roads, sheds, ware- houses, and freight-handling facilities in general should be designed SWAN...