Bridge Deck Designs for Railing Impacts. Final Report
Author : Althea Arnold
Publisher :
Page : 74 pages
File Size : 43,26 MB
Release : 1985
Category :
ISBN :
Author : Althea Arnold
Publisher :
Page : 74 pages
File Size : 43,26 MB
Release : 1985
Category :
ISBN :
Author : John F. Unsworth
Publisher : CRC Press
Page : 861 pages
File Size : 22,3 MB
Release : 2017-08-03
Category : Technology & Engineering
ISBN : 1351647105
This new edition encompasses current design methods used for steel railway bridges in both SI and Imperial (US Customary) units. It discusses the planning of railway bridges and the appropriate types of bridges based on planning considerations.
Author :
Publisher : AASHTO
Page : 142 pages
File Size : 45,77 MB
Release : 2004
Category : CD-ROMS.
ISBN : 1560512717
Author : Jethro Pym
Publisher :
Page : 68 pages
File Size : 50,12 MB
Release : 1850
Category : Farm produce
ISBN :
Author : Indian Railway
Publisher : Kojo Press
Page : 296 pages
File Size : 50,30 MB
Release : 2017-11-15
Category : Technology & Engineering
ISBN : 8193380584
Bridging rivers is always a challenge to Civil Engineers. The construction of 4.556 km long mega Rail cum Road Bridge across river Ganges at Dighaghat/Patna by East Central Railway Construction Organisation is one-in-a-life time opportunity for the people involved with it. Work of this 4.556 km long bridge (36 x 123m 2 x 64m) commenced on 3rd February, 2003 and was dedicated to the nation on 12th March, 2016 by Hon'ble Prime Minister. I was fortunate of being involved with this project during its last phase till commissioning. Documenting experiences during construction is a good practice. The present book is a step towards this, which deals with the various aspects encountered during construction and covers entire technical aspects since stage of conception till completion including in-course changes/improvements supported by design/drawings.
Author :
Publisher :
Page : 596 pages
File Size : 48,15 MB
Release : 2002
Category :
ISBN :
Author : Michael A. Ritter
Publisher :
Page : 500 pages
File Size : 29,98 MB
Release : 2005
Category : Technology & Engineering
ISBN : 9781410221919
Timber's strength, light weight, and energy-absorbing properties furnish features desirable for bridge construction. Timber is capable of supporting short-term overloads without adverse effects. Contrary to popular belief, large wood members provide good fire resistance qualities that meet or exceed those of other materials in severe fire exposures. From an economic standpoint, wood is competitive with other materials on a first-cost basis and shows advantages when life cycle costs are compared. Timber bridges can be constructed in virtually any weather conditions, without detriment to the material. Wood is not damaged by continuous freezing and thawing and resists harmful effects of de-icing agents, which cause deterioration in other bridge materials. Timber bridges do not require special equipment for installation and can normally be constructed without highly skilled labor. They also present a natural and aesthetically pleasing appearance, particularly in natural surroundings. The misconception that wood provides a short service life has plagued timber as a construction material. Although wood is susceptible to decay or insect attack under specific conditions, it is inherently a very durable material when protected from moisture. Many covered bridges built during the 19th century have lasted over 100 years because they were protected from direct exposure to the elements. In modem applications, it is seldom practical or economical to cover bridges; however, the use of wood preservatives has extended the life of wood used in exposed bridge applications. Using modem application techniques and preservative chemicals, wood can now be effectively protected from deterioration for periods of 50 years or longer. In addition, wood treated with preservatives requires little maintenance and no painting. Another misconception about wood as a bridge material is that its use is limited to minor structures of no appreciable size. This belief is probably based on the fact that trees for commercial timber are limited in size and are normally harvested before they reach maximum size. Although tree diameter limits the size of sawn lumber, the advent of glued-laminated timber (glulam) some 40 years ago provided designers with several compensating alternatives. Glulam, which is the most widely used modem timber bridge material, is manufactured by bonding sawn lumber laminations together with waterproof structural adhesives. Thus, glulam members are virtually unlimited in depth, width, and length and can be manufactured in a wide range of shapes. Glulam provides higher design strengths than sawn lumber and provides better utilization of the available timber resource by permitting the manufacture of large wood structural elements from smaller lumber sizes. Technological advances in laminating over the past four decades have further increased the suitability and performance of wood for modern highway bridge applications.
Author : Ron Brown
Publisher : Dundurn
Page : 161 pages
File Size : 26,47 MB
Release : 2016-07-09
Category : Transportation
ISBN : 1459733584
Explore western Canada’s rich railway history, travelling from the grand railway hotels and rustic stations to the creative engineering that created spiral bridges and soaring trestles. Relive this time through a trip on one of the many steam trains, visit a railway museum, or walk the trails where trains used to rumble.
Author : Nicholas Wood
Publisher :
Page : 640 pages
File Size : 41,24 MB
Release : 1832
Category : Locomotives
ISBN :
Author :
Publisher : Transportation Research Board
Page : 695 pages
File Size : 21,54 MB
Release : 2012
Category : Technology & Engineering
ISBN : 0309258243
TCRP report 155 provides guidelines and descriptions for the design of various common types of light rail transit (LRT) track. The track structure types include ballasted track, direct fixation ("ballastless") track, and embedded track. The report considers the characteristics and interfaces of vehicle wheels and rail, tracks and wheel gauges, rail sections, alignments, speeds, and track moduli. The report includes chapters on vehicles, alignment, track structures, track components, special track work, aerial structures/bridges, corrosion control, noise and vibration, signals, traction power, and the integration of LRT track into urban streets.