Download PDF by Lian Duan, Wai-Fah Chen: Bridge Engineering Handbook: Superstructure Design (2nd

By Lian Duan, Wai-Fah Chen

Over one hundred forty specialists, 14 international locations, and 89 chapters are represented within the moment version of the Bridge Engineering instruction manual. This broad assortment highlights bridge engineering specimens from all over the world, comprises designated info on bridge engineering, and punctiliously explains the strategies and functional purposes surrounding the subject.

Published in 5 books: basics, Superstructure layout, Substructure layout, Seismic layout, and development and upkeep, this re-creation presents a number of worked-out examples that provide readers step by step layout tactics, comprises contributions via best specialists from world wide of their respective components of bridge engineering, comprises 26 thoroughly new chapters, and updates such a lot different chapters. It deals layout strategies, requisites, and perform, in addition to many of the forms of bridges. The textual content comprises over 2,500 tables, charts, illustrations, and images. The publication covers new, leading edge and standard equipment and practices; explores rehabilitation, retrofit, and upkeep; and examines seismic layout and development materials.

The moment e-book, Superstructure layout, comprises 19 chapters, and covers info on easy methods to layout all kinds of bridges.

What’s New within the moment Edition:

Includes new chapters: Extradosed Bridges and pressure Ribbon Pedestrian Bridges
Updates the Prestressed Concrete Girder Bridges bankruptcy and rewrites it as chapters: Precast/Pretensioned Concrete Girder Bridges and Cast-In-Place Post-Tensioned Prestressed Concrete Girder Bridges
Expands the bankruptcy on Bridge Decks and strategy Slabs and divides it into chapters: Concrete Decks and technique Slabs
Rewrites seven chapters: Segmental Concrete Bridges, Composite metal I-Girder Bridges, Composite metal field Girder Bridges, Arch Bridges, Cable-Stayed Bridges, Orthotropic metal Decks, and Railings

This textual content is a perfect reference for working towards bridge engineers and specialists (design, building, maintenance), and will even be used as a reference for college students in bridge engineering classes.

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Additional resources for Bridge Engineering Handbook: Superstructure Design (2nd Edition)

Example text

4L) is the most critical section for concrete stresses at the transfer stage along the entire girder. 795 ksi (compression) = Since the section is in compression, tensile stress limit is met. Therefore, OK. 8 Design for Strength Limit State—Flexural (a) Maximum factored moment, Mu The maximum moment for a simple span structure occurs at the midspan. 75[M ( LL+IM )HL 93 ] The critical design moment for an interior girder occurs at midspan. 6 , thus fs = fy . 1). , the assumption of rectangular compressive section is valid.

700 ksi. Check concrete stress at midspan (at transfer) The concrete stresses at midspan at transfer stage can be determined using the same procedure. 4L. 8 kip-ft. 074 ksi (tensile). 200 ksi) is met. 23 Transformed section properties—composite at final. 4L) is the most critical section for concrete stresses at the transfer stage along the entire girder. 795 ksi (compression) = Since the section is in compression, tensile stress limit is met. Therefore, OK. 8 Design for Strength Limit State—Flexural (a) Maximum factored moment, Mu The maximum moment for a simple span structure occurs at the midspan.

Fabricators are normally responsible for all girder stability checks. However, the designer is encouraged to consider and verify lateral stability during design when nonstandard girders are selected. Procedures for checking lateral stability were developed by Mast (1989 and 1993), and some commercial software incorporates this method. , support locations, impact, transport stiffness, super elevation, height of girder center of gravity and roll center above road, and transverse distance between centerline of girder and center of dual tire) with local fabricators, contractors, and other engineers, as appropriate.

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