Steel Bridge Design Handbook Design Example 4: Three-Span Continuous Straight Composite Steel Tub Girder Bridge

Chavel, Brandon W.; Carnahan, James; United States. Federal Highway Administration. Office of Bridge Technology

Advanced Search

Select up to three search categories and corresponding keywords using the fields to the right. Refer to the Help section for more detailed instructions.

Search our Collections & Repository

Advanced Search
Custom Query

All these words:

For very narrow results

This exact word or phrase:

When looking for a specific result

Any of these words:

Best used for discovery & interchangable words

None of these words:

Recommended to be used in conjunction with other fields

Language:

Dates

Publication Date Range:

to

Document Data

Title:

Document Type:

Library

Collection:

Series:

People

Author:

Clear All

Query Builder

Query box

Clear All

For additional assistance using the Custom Query please check out our Help Page

i

Steel Bridge Design Handbook Design Example 4: Three-Span Continuous Straight Composite Steel Tub Girder Bridge

2012-11-01
By Chavel, Brandon W. ; Carnahan, James

[PDF-3.01 MB]

English

Details You May Also Like

Details:

Creators:

Chavel, Brandon W. ; Carnahan, James

Chavel, Brandon W. ; Carnahan, James Less -
Corporate Creators:

United States. Federal Highway Administration. Office of Bridge Technology
Corporate Contributors:

HDR Engineering
Subject/TRT Terms:

[+]

Box Girders Bracing Bridge Design Steel Bridges
Publication/ Report Number:

FHWA-IF-12-052
Resource Type:

Tech Report
Geographical Coverage:

United States
Corporate Publisher:

United States. Federal Highway Administration. Office of Bridge Technology
Abstract:

Tub girders are often selected over I-girders because of their pleasing appearance offering a smooth, uninterrupted, cross section. Bracing, web stiffeners, utilities, and other structural and nonstructural components are typically hidden from view within the steel tub girder, resulting in the tub girders clean appearance. Additionally, steel tub girder bridges offer advantages over other superstructure types in terms of span range, stiffness, durability, and future maintenance. This design example demonstrates the design of a tangent three-span continuous composite tub girder bridge with a span arrangement of 187.5 ft - 275.0 ft - 187.5 ft. This example illustrates the flexural design of a section in positive flexure, the flexural design of a section in negative flexure, the shear design of the web, the evaluation of using a stiffened versus an unstiffened bottom flange in the negative flexure region, as well as discussions related to top flange lateral bracing and bearing design.
Format:

PDF
Collection(s):

Federal Highway Administration
Main Document Checksum:

[+]

urn:sha256:671dcb61fb22f6ad5b0fde0d9ebbeb1c301e8e12c57a0ad4b68fb2dd90d458aa
Download URL:

https://rosap.ntl.bts.gov/view/dot/49762/dot_49762_DS1.pdf
File Type:

No Additional Files

More +

Steel Bridge Design Handbook Design Example 4: Three-Span Continuous Straight Composite Steel Tub Girder Bridge

Details:

Supporting Files

You May Also Like